Relevant bibliographies by topics / Full scale mockup test

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
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Academic literature on the topic 'Full scale mockup test'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Full scale mockup test"

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Kalinina, Elena, Doug Ammerman, Carissa Grey, Gregg Flores, Sylvia Saltzstein, and Nicholas Klymyshyn. "Full-Scale Assembly 30 cm Drop Test." MRS Advances 5, no. 5-6 (December 23, 2019): 265–74. http://dx.doi.org/10.1557/adv.2019.477.

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ABSTRACTCan Spent Nuclear Fuel withstand the shocks and vibrations experienced during normal conditions of transport? This question was the motivation for the multi-modal transportation test (MMTT) (Summer 2017), 1/3-scale cask 30 cm drop test (December 2018), and full-scale assembly 30 cm drop tests (June 2019). The full-scale ENSA ENUN 32P cask with 3 surrogate 17x17 PWR assemblies was used in the MMTT. The 1/3-scale cask was a mockup of this cask. The 30 cm drop tests provided the accelerations on the 1/3-scale dummy assemblies. These data were used to design full-scale assembly drop tests with the goal to quantify the strain fuel rods experience inside a cask when dropped from a height of 30 cm. The drop tests were first done with the dummy and then with the surrogate assembly. This paper presents the preliminary results of the tests.
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Jianguo, Ma, Wu Jiefeng, Liu Zhihong, and Fan Xiaosong. "R&D of Full-Scale Partial Vacuum Vessel Mockup for Future Fusion Engineering Test Reactor in China." Journal of Fusion Energy 34, no. 3 (January 30, 2015): 666–70. http://dx.doi.org/10.1007/s10894-015-9865-z.

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Candigliota, Elena, and Alain Le Maoult. "Rc Infilled Frame: Shaking Table Tests on a Full Scale Model." Key Engineering Materials 347 (September 2007): 285–90. http://dx.doi.org/10.4028/www.scientific.net/kem.347.285.

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Tests on shaking table have been carried out on a 3D full scale infilled r.c. frame specimen (55 tons). These tests have been performed by the EMSI Laboratory of C.E.A. Saclay (France) together with a research team of the Universities of Chieti-Pescara (Italy), Roma Tre (Italy) and Patras (Greece). These tests are included in Ecoleader European research program. Many characterization tests of infill components (mortar and bricks) have been performed in the SCAM Laboratory of the University of Chieti-Pescara while tests on masonry walls were made in the laboratory of University of Rome 3. The structure represents the first floor of a two floors frame structure previously tested. The mockup is a full-scale one storey rc infilled frame with four columns, 3 meters high, with about 4 meters side square floor and infilled with double bricks wall. The main aim is to get information about the behavior of real structures. The instrumentation with about one hundred channels was set up to measure the rc frame response and the different behavior of the double walls during the tests. First, monodirectional and bidirectional tests at low seismic intensity (0.10 g and 0.15 g PGA levels) have been performed on the bare frame in order to characterize its structural characteristics and to check the design provisions. Then, the bare frame has been infilled and other tests have carried out at increasing seismic intensity in order to define its serviceability and ultimate limit states. Monodirectional and bidirectional tests up to 0.45 g PGA level were carried out. The last sequence included a monodirectional test on the infilled frame with only two walls. The high seismic input (0.55 g PGA level) was parallel to the direction of the walls. In this paper, research program and some main test results are presented.
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Kim, Juyeon, Hyunjoo Kim, and Jiyoung Kim. "Evaluation of Capacities of Windows System with Full Scale Mock-up Test." Journal of Korean Society of Hazard Mitigation 15, no. 1 (February 28, 2015): 57–62. http://dx.doi.org/10.9798/kosham.2015.15.1.57.

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Kim. "Evaluation of Vibration and Structural Performance of an Innovative Sliding Step Steel Stair Using Full-Scale Mock-up Test." Journal of Korean Society of Steel Construction 26, no. 6 (2014): 511. http://dx.doi.org/10.7781/kjoss.2014.26.6.511.

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Zhao, Gang, Ping Ye, Hong Wang, Liang Zhu, Qinzhao Zhang, Jie Wang, and Zuoyi Zhang. "Endurance test of full-scale mock-up helium circulator for HTR-PM." Nuclear Engineering and Design 329 (April 2018): 20–24. http://dx.doi.org/10.1016/j.nucengdes.2017.11.019.

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Brunesi, Emanuele, Simone Peloso, Rui Pinho, and Roberto Nascimbene. "Shake-Table Testing of a Full-Scale Two-Story Precast Wall-Slab-Wall Structure." Earthquake Spectra 35, no. 4 (November 2019): 1583–609. http://dx.doi.org/10.1193/072518eqs184m.

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Precast wall-slab-wall buildings can be found in many different earthquake-prone areas of the world. This type of building structure features no beams or columns but rather precast walls and slabs alone that are joined together by means of steel connectors and mortar, both of which will not necessarily prevent the formation of relative sliding between structural members when the structure is subjected to certain levels of horizontal excitation, rendering them particularly vulnerable to seismic loading. Given the scarce amount of information/data on the seismic behavior of these structures, a dynamic shake-table test was undertaken to investigate the response/performance of a full-scale two-story reinforced precast concrete wall-slab-wall structure, up to incipient/near collapse. The building mock-up was subjected to five test runs of progressively increased intensity and collapsed because of failure of the steel connectors used to join the longitudinal and transverse walls. Test data are openly available and archived at the Natural Hazards Engineering Research Infrastructure DesignSafe Data Depot.
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Nakahira, M., N. Takeda, S. Kakudate, and M. Onozuka. "A proposal of ITER vacuum vessel fabrication specification and results of the full-scale partial mock-up test." Fusion Engineering and Design 83, no. 10-12 (December 2008): 1578–82. http://dx.doi.org/10.1016/j.fusengdes.2008.08.009.

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Tsuji, H., D. Ito, K. Fujinami, K. Yamamoto, and T. Suyama. "Validation of the thermal calculation method and the applicability of confinement monitoring with a full-scale mock-up test of a concrete cask." Packaging, Transport, Storage & Security of Radioactive Material 16, no. 3 (September 2005): 219–28. http://dx.doi.org/10.1179/174650905775295323.

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Tatum, S. A., J. C. Byrum, and P. W. Rourke. "Design Validation Using Computer Models in Lieu of Full-Scale Mockups." Marine Technology and SNAME News 31, no. 03 (July 1, 1994): 225–30. http://dx.doi.org/10.5957/mt1.1994.31.3.225.

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For many years the complexity of submarine design has required the construction of full-scale mockups to integrate the system designs, plan the construction, and verify the operability. In the late 1980's, computer technology evolved to allow ship design to be accomplished by developing comprehensive mathematical models of the ship's arrangement. Imaging of these models creates a virtual reality of the ship's interior. This paper explores the features of this technology that emulate the function of the physical mockup, discusses experience to date in the SEAWOLF design at Newport News Shipbuilding in applying CAD technology as a mockup alternative, and looks to the opportunities that are available in the near term.
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Dissertations / Theses on the topic "Full scale mockup test"

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Tarbadar, Rima. "Étude expérimentale en vraie grandeur et modélisation des pressions induites par le vent dans les combles : application à l'étanchéité des toitures à l'eau." Châtenay-Malabry, Ecole centrale de Paris, 1995. http://www.theses.fr/1995ECAP0414.

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La pénétration d'eau de pluie à travers une toiture à pentes constituée de petits éléments est principalement liée à la différence de pression externe et interne, générée par le vent sur le toit. Le champ de pression externe est accessible aux mesures, sur maquette en soufflerie atmosphérique. En revanche, le champ de pression interne ne peut pas être obtenue qu'en vraie grandeur. Une modélisation numérique de ce dernier a donc fait l'objet de cette thèse. Il s'agit plus précisement de calculer la pression instantanée en sous-face de la couverture, dotée ou non d'un écran qu'il soit souple ou rigide. L'estimation de la pression interne est délicate faute d'une bonne connaissance des caractéristiques de l'écoulement à travers des parois perméables. Une campagne de mesures en vraie grandeur a donc été menée pour caractériser la perméabilité à l'air de la toiture pour un revêtement donné (banc de mesures), ensuite pour étudier les effects de la vitesse et de la turbulence du vent et de l'intensité de la pluie sur cette perméabilité (soufflerie climatique). La pression interne issue du modèle sans écran reproduit bien celle mesurée. L'étude paramétrique du cas avec écran à montré la possibilité de réduire considérablement la pression différentielle. Une bonne connaissance des paramètres qui influencent le différentiel de pression permet de concevoir des toits à pentes, pour lesquels les problèmes de pénétration d'eau de pluie sont considérablement réduits
Generally, the rain penetration through pitched lapped roofs is created by the difference of external and internal pressure, generated by the wind. In this thesis, a numerical model has been developped for prediction of internal pressure under the elements (the external pressure can be measured on a model in a boundary layer wind-tunnel). Two cases have been studied : roof without underlay, roof with flexible or stiff underlay. The dynamics of internal pressure is, in general, a complex problem. This is due to the poor knowledge on the leakage paths characteristics. Therefore, full-scale experimental studies have been carried out to characterize the roof wind permeability (test appartus) and to investigate the effects of windspeed, atmospheric turbulence and rain intensity on this permeability (climatic wind-tunnel). The analytical results were compared with full-scale results (roof without underlay case), and they matched closely. Parametric studies (underlay case) have shown that it is possible to reduce considerably the wind loads. Through a complete knowledge of the controlling parameters it will be possible to design and construct pitched lapped roofs, from which the problems of rain penetration is strongly reduced
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Lala, Rakotoson Serge Joseph. "Les interfaces géosynthétiques sous faible confinement au plan incliné." Université Joseph Fourier (Grenoble), 1998. http://www.theses.fr/1998GRE10038.

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Devant les difficultes essentiellement administratives et sociales posees par l'ouverture de nouveaux sites de stockage de dechets, la tendance actuelle est a l'extension laterale ou verticale de centres existants, conduisant parfois a l'adoption de geometries de pente inhabituelles pour lesquelles la stabilite des systemes geosynthetiques d'etancheite en pente (sur talus ou en couverture) devient une question cruciale. La maitrise de la stabilite de tels systemes passe par une meilleure comprehension de leur fonctionnement. Dans ce but, l'etude de la caracterisation sur plan incline des interfaces geosynthetiques a ete menee, ainsi que celle du renforcement par inclusion de geosynthetique et l'analyse de la reponse d'un systeme geosynthetique d'etancheite en vraie grandeur. Cette etude se base principalement sur des essais de laboratoire realises sur un dispositif plan incline elabore dans le cadre de ce travail. La validite de la caracterisation sur plan incline des interfaces sable/geosynthetiques est confirmee par la repetabilite, la reproductibilite et la coherence des caracteristiques d'interface obtenues vis-a-vis des tendances generales observees en boite de cisaillement direct, relatives a l'influence du confinement. Le mecanisme d'ancrage constitue le principe de base du renforcement par inclusion de geosynthetique. Les essais de renforcement realises montrent particulierement une meilleure efficacite du renforcement par inclusion pour stabiliser le sol de couverture, par rapport au renforcement classique a la base du sol. L'analyse des donnees issues d'une experimentation en vraie grandeur sur un systeme geosynthetique d'etancheite illustre particulierement la difficulte de prediction du fonctionnement d'un systeme reel, due principalement aux incertitudes de la mise en place.
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Giraud, Hubert. "Renforcement des zones d'effondrement localisé : modélisations physique et numérique." Université Joseph Fourier (Grenoble ; 1971-2015), 1997. http://www.theses.fr/1997GRE10199.

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Le renforcement des sols au moyen des geosynthetiques est en constante evolution. Cette technique, de part sa simplicite et son cout de mise en oeuvre modere, a deja atteint une certaine reconnaissance pour differentes applications telles que les murs de soutenement renforces (porteur ou non). Un programme de recherche (r. A. F. A. E. L. ) regroupant differents organismes (sncf, scetauroute, bidim geosynthetic s. A. , lrpc, lirigm) a ete mis en oeuvre pour developper une technique de renforcement par geosynthetiques sous les assises ferroviaires et autoroutieres dans les zones a risque. Des remblais experimentaux en vraie grandeur, sollicites par des effondrements localises, ont ete realises sur le site experimental d'eurre (drome) pour contribuer au developpement d'une methode de calcul appropriee a ce type de renforcement. Le dimensionnement des differentes structures experimentales, a pu se faire grace au developpement d'une formulation numerique originale en trois dimensions, d'un element de nappe textile par la methode des elements finis. Des etudes parametriques portant sur la nature du textile, du sol et des conditions d'ancrage sont presentees pour justifier des dispositions techniques retenues. La comparaison des resultats experimentaux et des calculs previsionnels, est tout a fait satisfaisante et montre les avantages et les limites d'une telle solution de renforcement.
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Grouhel, Marie-Christine. "Evolution de l'etat hygrothermique d'un toit experimental de tuiles de terre cuite durant son sechage." Paris 6, 1988. http://www.theses.fr/1988PA066273.

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La determination de l'evolution de l'etat hygrothermique d'un toit experimental de tuiles de terre cuite durant son sechage est effectuee a partir du modele mathematique de luikov et des equations des conditions aux limites de type fourier. On determine les coefficients thermophysiques et de transfert de masse de la terre cuite. Les coefficients de transferts de chaleur et de masse, dus a la convection en surface et en sous-face de la couverture, sont etudies en fonction des donnees meteorologiques. La resolution numerique du probleme de sechage suppose unidimensionnel est effectuee par une methode de differences finies
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Azim‎, Mohammad. "Contribution à la conception d'une station expérimentale pour l'étude du comportement des murs de soutènement." Paris 6, 1986. http://www.theses.fr/1986PA066337.

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Conception de cette structure par le laboratoire central des ponts et chaussées afin d'étudier expérimentalement le comportement de ce type d'ouvrage. Détermination des efforts internes dans le mur à l'aide de capteurs intégrés à la structure et étude du mécanisme de leur fonctionnement par des calculs aux éléments finis tridimensionnels, puis par photoélasticimétrie. On passe des mesures de déformation aux efforts internes dans la structure par des formules de régression linéaire qui résultent de l'analyse statistique d'un grand nombre de cas d'étalonnage sous sollicitations contrôlés. Détermination théorique des dimensions optimales à donner au remblai pour que les efforts dans le mur soient représentatifs d'un massif d'extension semi-infinie. L'étude est effectuée par un modèle numérique bidimensionnel aux éléments finis et également par des calculs bidimensionnels à l'aide d'un logiciel, utilisant également les éléments finis. Analyse des premiers essais réalisés à la station.
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Freuler, Richard Jeffrey. "An investigation of jet engine test cell aerodynamics by means of scale model test studies with comparisons to full-scale test results /." The Ohio State University, 1991. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487758680159803.

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Gustafsson, Veronica. "Creep deformation of rockfill : Back analysis of a full scale test." Thesis, KTH, Jord- och bergmekanik, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-159189.

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With the purpose of studying the mechanical properties of uncompacted rockfill and the creep deformation behaviour of rockfill under a load as well as finding a suitable method for estimation of creep deformation behaviour, a full scale embankment loading experiment was performed. The results of this experiment were then evaluated. During the course of this study it became evident to the author that the deformations which were seen in the collected data from the experiment could be classified as creep deformations due to the linear decrease of the deformation against the logarithm of time and the study therefore came to focus on creep. One constitutive equation and one model for estimation of creep deformations were studied, and parameters were obtained through back analysis of experiment data as well as calculation of soil stresses. The creep model was based on a logarithmic approximation of the creep deformations and the creep equation was based on a power function. The creep model could also be simplified and evaluated as an equation and when a comparison was made between the equations and the measured results this showed that the logarithmic equation resulted in estimates closer to the measured deformations than what the power function did, therefore a logarithmic function is a better approximation to the deformations of the rockfill at Norvik than the power function. When the creep model was evaluated as intended, based on the soil stresses, the resulting creep estimates were less accurate, they was however still within the limits of what can be considered as admissible. The conclusion is that a logarithmic function describes the creep deformation of the rockfill at Norvik better than a power function and that the creep model by Kristensen is suitable for estimating the creep deformations. This since the creep model also provides a way of estimating deformations occurring under stress conditions other than the ones for which the creep test was performed.
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Edin, Erik, and Mattias Ström. "Comparing a full scale test with FDS, FireFOAM, McCaffrey & Eurocode." Thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-75616.

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In the rapidly growing field of CFD-calculations (Computational Fluid Dynamics), companies and organizations are bringing forth new tools, tools that display an image of a given fire scenario. These tools are developed because they provide time efficiency as well as a sustainable economic approach. Another useful tool is analytical solutions, these analytical solutions serve the same purpose as CFD-modeling, providing results of a given scenario. The purpose of this thesis was to simulate a fire plume with two different CFDprograms and compare the gas temperature from each simulation with a full-scale test. Also, analytical solutions were used to perform the same comparisons. Four different calculation models were utilized to obtain results. The CFD-programs were FDS (Fire Dynamics Simulator) and FireFOAM. The analytical solutions were performed using McCaffrey´s plume equation and Eurocode solutions for localized fire temperatures. FDS is a very well documented program, due to this, problems that arose were easily fixed. The structure of FDS enables the user to maneuver the program easily. SmokeView was used to visualize the simulation. FireFOAM is written in C++ and is operated through the command prompt. The structure of the program was time-consuming to understand mainly because of two reasons, primarily because the authors lack of knowledge in coding in C++, and second because of the LINUX environment. Moreover, the process of working in FireFOAM was mostly through trial and error. On some occasions, issues arose that could be solved by communication with other CFD users at CFD-Online. When major problems occurred, regarding the code or other CFD issues, Johan Anderson at RISE Research Institutes of Sweden guided us through most of these problems and enabled us to move forward with the work. ParaView was used to visualize the simulation, and Excel was used to evaluate the temperature data from the FDS- and FireFOAM simulations. For the calculations in FDS and FireFOAM, a sensitivity analysis was performed to see which grid size presented best results in each program. A grid size of 5 cm, 10 cm, and 20 cm were applied in FDS, and in FireFOAM the grid dimensions were set to 5 cm and 10 cm. The results showed that 5 cm was the most appropriate grid size for both programs. It would have been more favorably to simulate with several different grid sizes, to further strengthen the grid analysis. Though, due to the time frame of the thesis, further simulations were not performed. Calculations were repeated for the same scenario only with a lower HRR (Heat release rate). An extensive sensitivity analysis was conducted for FDS in the form of two different simulations. One simulation where HRR was the same as the full-scale test but with twice the area of the burner. In the second simulation, the same area was used on the burner as the fullscale test, but with half the HRR. Results from the analytical solutions were easy to achieve; however, the model has some limitations regarding calculations within the flame region. The estimated gas temperature, using FDS, aligns well with the full-scale test. The temperatures analyzed from FireFOAM deviated in general through the flame region and reached unreasonable high temperatures close to the ceiling. Since the analytical solutions were based on different conditions compared to those applied in the full-scale test, it was expected that the results should deviate. However, McCaffrey plume equations can still be used to give an approximate picture of scenarios similar to that of the full-scale test, and the same applies to Eurocode solutions for localized fire temperatures. Analysis of the results shows that FDS can be used to simulate similar scenarios. FireFOAM simulates a gas temperature that is overestimated within the flame region. One of the reasons for this was due to the grid size since the sensitivity analysis III showed that a refined grid size resulted in more correct temperature value, the reason for not simulating with a more refined grid size was due to the restricted time frame of this thesis. FireFOAM is, at present, recommended for researchers who wish to use the code for specific purposes. Therefore, given the same premises, FireFOAM is not recommended for the standard fire safety analysis.
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Carrea, Francesco. "Shake-table test on a full-scale bridge reinforced concrete column." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/1756/.

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DEL, TORO RIVERA RAUL. "Comportement des noeuds d'ossature en beton arme sous sollicitations alternees." Marne-la-vallée, ENPC, 1988. http://www.theses.fr/1988ENPCA004.

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Etude des joints sous sollicitation sismique sur la base de trois essais sur corps d'epreuve de grande dimensionm en analysant les mecanismes des glissements constates des armatures principales dans la partie centrale du noeud, et le type de rupture a laquelle cela donne lieu; etude sur la base d'un essai de la possibilite d'utiliser un beton de fibres metalliques avec ferraillage transversal reduit
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Books on the topic "Full scale mockup test"

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Rockett, John A. Comparisons of NBS/Harvard VI simulations and full-scale, multi- room fire test data. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1987.

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Black, Ken. Commonwealth/State Disability Agreement: National minimum data set, report on the 1994 full-scale pilot test. Canberra: Australian Institute of Health and Welfare, 1995.

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Cooper, Leonard Y. Test results and predictions for the response of near-ceiling sprinkler links in a full-scale compartment fire. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1987.

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Cooper, Leonard Y. Test results and predictions for the response of near-ceiling sprinkler links in a full-scale compartment fire. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1987.

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Soeder, Ronald H. NASA Lewis Propulsion Systems Laboratory test article systems criteria. [Washington, DC]: National Aeronautics and Space Administration, 1994.

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Grahame, Catherine. The construction, validation and use of an attitude scale to test the attitudes of a sample of general nursing students to full student status. Cartrefle: University of Wales, 1988.

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Upton, S. L. Flue performance of domestic gas burning appliances: Additional full-scale test house measurements of the flue performance of open-flued gas fired appliances using internal flues. Sudbury: HSE Books, 2000.

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Organisation for Economic Co-Operation and Development., ed. OECD full-scale pavement test. Paris, France: Organisation for Economic Co-Operation and Development, 1991.

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Yutaka, Yamazaki, and Kensetsushō Kenchiku Kenkyūjo (Japan), eds. The Japanese 5-story full scale reinforced concrete masonry test. Tsukuba-shi, Japan: Building Research Institute, Ministry of Construction, 1989.

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Masahiro, Morita, Cooper Leonard Y, and National Institute of Standards and Technology (U.S.), eds. Comparisons of NBS/Harvard VI simulations and full-scale, multi- room fire test data. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1987.

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Book chapters on the topic "Full scale mockup test"

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Apicella, A., Enrico Armentani, and Renato Esposito. "Fatigue Test on a Full Scale Panel." In Fracture and Damage Mechanics V, 719–22. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.719.

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Hilfer, G., N. Rößler, C. Peters, and C. Herrmann. "A320 ESG Full Scale Fatigue Test - Lessons Learned." In ICAF 2011 Structural Integrity: Influence of Efficiency and Green Imperatives, 529–37. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1664-3_42.

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Kühn, W., J. Kompenhans, and J. C. Monnier. "Full Scale PIV Test in an Industrial Facility." In Particle Image Velocimetry, 91–150. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-017-2543-9_4.

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Hammarström, Harald. "A full-scale test of the language farming dispersal hypothesis." In Benjamins Current Topics, 7–22. Amsterdam: John Benjamins Publishing Company, 2012. http://dx.doi.org/10.1075/bct.46.02ham.

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Nagayoshi, T., S. Tayama, K. Ogata, and M. Tada. "Full-scale model test on deformation of reinforced steep slopes." In Slope Stability Engineering, 1009–14. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-64.

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Shi, Xuefei, Zhiquan Liu, and Zijie Zhou. "Full-Scale Model Test of Prestressed Segmental Precast Continuous Girder Bridge." In High Tech Concrete: Where Technology and Engineering Meet, 1263–71. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_146.

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Pouteau, Bertrand, Kamal Berrada, Sandrine Vergne, Mai Lan Nguyen, Stéphane Trichet, Thierry Gouy, and Pierre Hornych. "Full Scale Testing of an Energy Harvesting Test Road Integrating Tubes." In Lecture Notes in Civil Engineering, 699–707. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55236-7_72.

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Yin, Hao. "Prediction of Thermally-Induced Reflective Cracking Using Full-Scale Test Data." In RILEM Bookseries, 453–58. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_63.

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Masoumi, Hamid, Bram Veelhaver, Manthos Papadopoulos, Fülöp Augusztinovicz, and Patrick Carels. "Evaluation of BBI Performance Indicator in a Full-Scale Test Bench." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design, 267–74. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-70289-2_27.

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Shah, Asif H., Umesh K. Sharma, Pradeep Bhargava, G. R. Reddy, Tarvinder Singh, and Hitesh Lakhani. "A Full Scale Fire Test on a Pre Damaged RC Framed Structure." In Advances in Structural Engineering, 2259–74. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2187-6_171.

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Conference papers on the topic "Full scale mockup test"

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Baxi, C. B., N. G. Kodochigov, S. E. Belov, and M. N. Borovkov. "Rotor Scale Model Tests for Power Conversion Unit of GT-MHR." In Fourth International Topical Meeting on High Temperature Reactor Technology. ASMEDC, 2008. http://dx.doi.org/10.1115/htr2008-58015.

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A power-generating unit with the high-temperature helium reactor (GT-MHR) has a turbomachine (TM) that is intended for both conversion of coolant thermal energy into electric power in the direct gas-turbine cycle, and provision of helium circulation in the primary circuit. The vertically oriented TM is placed in the central area of the power conversion unit (PCU). TM consists of a turbocompressor (TC) and a generator. Their rotors are joined with a diaphragm coupling and supported by electro-magnetic bearings (EMB). The complexity and novelty of the task of the full electromagnetic suspension system development requires thorough stepwise experimental work, from small-scale physical models to full-scale specimen. On this purpose, the following is planned within the framework of the GT-MHR Project: investigations of the “flexible” rotor small-scale mockup with electro-magnetic bearings (“Minimockup” test facility); tests of the radial EMB; tests of the position sensors; tests of the TM rotor scale model; tests of the TM catcher bearings (CB) friction pairs; tests of the CB mockups; tests of EMB and CB pilot samples and investigation of the full-scale electromagnetic suspension system as a part of full-scale turbocompressor tests. The rotor scale model (RSM) tests aim at investigation of dynamics of rotor supported by electromagnetic bearings to validate GT-MHR turbomachine serviceability. Like the full-scale turbomachine rotor, the RSM consist of two parts: the generator rotor model and the turbocompressor rotor model that are joined with a coupling. Both flexible and rigid coupling options are tested. Each rotor is supported by one axial and two radial EMBs. The rotor is arranged vertically. The RSM rotor length is 10.54 m, and mass is 1171 kg. The designs of physical model elements, namely of the turbine, compressors, generator and exciter, are simplified and performed with account of rigid characteristics, which are identical to those of the full-scale turbomachine elements.
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DiDomizio, M. J., C. Luo, S. Yazdani, and B. Lattimer. "Investigation of the Exposure From a Realistic Undercar Fire on a Railcar Floor." In 2018 Joint Rail Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/jrc2018-6251.

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The objective of this research is to use testing and modeling to quantify realistic exposure fires under a railcar and compare these exposures to those in a fire resistance test. A series of tests were conducted on a railcar floor mockup, scaled to 40% of a full railcar width, exposed to fire from below. Two fires were considered, one representing a 1.9 MW diesel fire (e.g. resulting from a ruptured fuel tank) and another representing a 0.3 MW trash fire (e.g. resulting from a collection of trash and debris under the railcar). Two geometric configurations were tested including a floor with equipment box obstructions and a flat floor without undercar obstructions. For the diesel fire, the heat flux directly above the fire reached 75 kW/m2 for the flat configuration and 95 kW/m2 for the obstructed configuration, while gas temperatures directly above the fire reached 750°C and 950°C, respectively. Temperatures and heat flux varied greatly over the floor geometry for the realistic fires, resulting in thermal gradients that are not characteristic of a fire resistance test. Computational fluid dynamics simulations were used to model these different fire exposures under the railcar floor mockup as tested. The fire dynamics predicted were consistent with those measured. In the region of the mockup where the fire plume impinges, heat flux was predicted to within 11–22% of that measured. In the surrounding regions of the mockup, heat flux was predicted to within 22–40% of measured values. This level of agreement is appropriate for large-scale fire experiments, and the results demonstrate that the model is validated for use in the configurations considered in this study.
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Okui, Shota, Yuichiro Kubo, Shumpei Kakinoki, Roger Y. Lu, Zeses Karoutas, and Tsutomu Ikeno. "Flow-Induced Grid-to-Rod Fretting Test and Simulation for NFI PWR Fuel Assembly." In 2013 21st International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/icone21-15816.

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A long-term flow-induced vibration and wear test was performed for a full-scale 17×17 PWR fuel mockup, and the test results were compared with numerical simulations. The flow-induced vibration on a fuel assembly or fuel rods may cause Grid-to-Rod Fretting (GTRF) and result in the leakage of fuel rods in PWRs. GTRF involves non-linear vibration of a fuel rod due to the excitation force induced by coolant flow around a fuel rod. So, the numerical simulation is performed by VITRAN (Vibration Transient Analysis Non-linear) and Computational Fluid Dynamics (CFD). VITRAN code was developed by Westinghouse to simulate fuel rod flow induced vibration and GTRF. In this paper, it was confirmed that the code can reproduce GTRF wear for NFI fuel assembly. CFD calculation is performed to obtain the axial and lateral flow velocity around the fuel rods, reflecting detailed geometries of fuel assembly components like bottom nozzle, spacer grids. The numerical simulation reasonably reproduced the vibration and wear test for NFI fuel assembly.
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Zhu, Xian-Kui. "Modified Two-Curve Model for Predicting Fracture Arrest Toughness and Arrest Distance of Full-Size Burst Tests." In 2016 11th International Pipeline Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/ipc2016-64585.

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Running fracture control is a very important technology for gas transmission pipelines with large diameter and high pressure. The Battelle two-curve (BTC) model developed in the early 1970s has been widely used in pipeline industry to determine arrest toughness in terms of the Charpy energy. Because of its semi-empirical nature and calibration with test data only for grades up to X65, the BTC does not work for higher grades. Simple corrections were thus proposed to extend the BTC model to higher grades, but limited to those grades considered. Moreover, the BTC model only predicts the minimum arrest toughness, but not arrest distance. To fill the technical gaps, this paper proposes a modified two-curve (MTC) model and a fracture arrest distance model in reference to the Charpy energy. The MTC model coupling with an arrest distance algorithm can predict fracture arrest toughness and arrest distance in one simulation of numerical integration for a single pipe or a set of multiple pipes with given toughness. Two sets of full-scale burst test data for X70 and X80 are used to validate the proposed model, and the results show good agreements between the predictions and full-scale test data of arrest toughness and arrest distance as well. The MTC model is then applied to optimize a design of pipe segment arrangements for a mockup full-scale burst test on a high-strength pipeline steel. The MTC simulation results confirm the experimental observation that different pipe arrangements determine different arrest toughness and arrest distance for the same grade pipes.
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Vlastuin, Jonathan, Clément Dejeu, Anthony Louet, Jérôme Talbotec, Ingrid Lepot, Timothée Lonfils, and Michaël Leborgne. "Open Rotor Design Strategy: From Wind Tunnel Tests to Full Scale Multi-Disciplinary Design." In ASME Turbo Expo 2015: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/gt2015-43300.

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For several years, Safran has been involved in the design and optimization of contra rotating open rotors. This innovative architecture is known for allowing drastic reduction in fuel burn, but its development is facing complex technological challenges such as acoustics, aerodynamics, and weight penalty due to the mechanical complexity of an Open Rotor. Since 2010, Safran has been developing the experimental test bench HERA (1/5 mock-up scale) to improve the understanding of the complex aerodynamics and acoustics phenomena involved in the counter rotating propellers configuration. Isolated and installed low speed and high speed wind tunnel campaigns, including PIV measurements have been extremely helpful in defining design guidelines for full scale open rotor specification. These tests have been used as CFD feed-back among other purposes. An iterative process involving CFD optimization (in close collaboration with Cenaero) and wind tunnel test campaigns has been developed over the last 4 years and has led to the definition of an innovative design strategy, which has been successfully tested during the process of the full scale counter rotating propellers design for the SAGE2 ground test demonstrator engine. This phase has evidenced the absolute necessity of a multi-disciplinary design method when it comes to full scale and “rig-ready” design. Ensuring high propulsive efficiency and at the same time, minimizing the acoustic level, while maintaining severe mechanical constraints such as weight, inertia and proper dynamic positioning under control, requires a dedicated and integrated “all inclusive” design process. The aim of this paper is to present the design methodology and some of the wind tunnel tests results carried out over the last 4 years, which have led to the definition of a novel multidisciplinary design methodology that involves CFD, FEM and acoustics.
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McCracken, Steven L., and Jonathan K. Tatman. "Comparison of Ductility-Dip Cracking to Computer Modeling With SysWeld™ in a Narrow Groove Multi-Pass Weld." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63846.

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Ductility-dip cracking (DDC) in high-chromium nickel-base weld metals has been an issue during fabrication and repair of nuclear power plant components for many years. DDC is a solid-state cracking phenomenon and several theories have been proposed for the mechanism. The research conducted to develop DDC theories has primarily been performed using test methods involving small-scale specimens that may not replicate all the welding conditions and factors that cause DDC. Due to the complexities of welding, there are potentially significant differences in the applied strain, strain rates, stresses, and thermal cycles that occur with small scale test methods and actual multi-pass welding conditions. EPRI is working to devise a method to predict DDC susceptibility in multi-pass high-chromium nickel-base welds and to develop procedures and techniques that minimize the occurrence of DDC — a key issue in the nuclear welding industry that has yet to be fully resolved. The primary aim is to design a weld mockup that replicates strain, strain-rates, stresses, and thermal cycles that occur in multi-pass field welds and which produces DDC in predicted weld regions. If successful, the data from this work will be used to assist in development of a simplified field deployable test which can effectively screen for DDC susceptibility. For the first phase of this work multi-pass narrow groove mockups using GTAW and filler metals 52 and 52M were made with precise heat input and bead placement controls to isolate the occurrence of DDC to a known region in the weld deposit. To assist with understanding the correlation between strain accumulation and the occurrence of DDC, computer modeling using SysWeld™, with validated weld parameter inputs, was used to simulate the narrow groove mockup weld. Comparison of DDC occurrence to the model results suggests that multiple reheat cycles in the ductility-dip temperature range accumulate plastic strains during both the on-heating and on-cooling portions of the reheat cycles, resulting in a strain ratcheting effect. It is postulated that this strain ratcheting exhausts the strength of the grain boundaries within the excessively reheated weld regions, which, when combined with the shear stress induced at the grain boundaries during the ratcheting events, promotes DDC.
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Kimura, Souta, Toshihiko Mochida, Takeshi Kawasaki, Hideyuki Nakamura, and Takashi Yamaguchi. "Numerical Evaluation of Energy Absorption of Crashworthy Structure for Railway’s Rolling Stock: Application of Damage Mechanics Model." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-63263.

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The energy absorption of a crashworthy structure for railway’s rolling stock was studied experimentally and numerically. A quasi-static compression test was conducted using a full-scale mockup of a crashworthy structure constructed with welded aluminum alloys. To predict the experimental results, a finite element (FE) simulation was conducted in which the Gurson-Tvergaard-Needleman (GTN) model, representing the accumulation of ductile fractures by the nucleation, growth and coalescence of micro-voids, was employed as the constitutive equations of the parent aluminum alloys and welded regions. A simulation employing the Von-Mises yielding model as the constitutive equations was performed as a conventional approach to demonstrate the advantages of the simulation using the GTN model in predicting the energy absorbing ability. The predictions of the GTN model simulation were proved to be in better agreement with the experimental data than those of the simulation based on the Von-Mises model. The relationship between the total energy absorption and the local phenomena observed in the compression test is discussed.
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Moinereau, Dominique, Patrick Le Delliou, Elisabeth Keim, and Tomas Nicak. "STYLE Project: A Large Scale Ductile Tearing Experiment on a Cladded Ferritic Pipe." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28077.

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Within the framework of the FP7 European project STYLE, a large scale experiment has been performed at EDF on a cladded ferritic pipe. The objective of such an experiment was to investigate transferability of material properties from small specimens to large scale components. The large scale experiment involves applying 4-point bending under displacement control at room temperature to a clad ferritic steel pipe with an internal surface crack. The goal of the experiment is to initiate ductile crack growth and track the resulting stable crack growth until the surface flaw fails by producing a through-wall crack. The test specimen is representative from a surge line consisting of a clad ferritic pipe with an outer diameter of 420 mm, length of 520 mm, and base metal wall thickness of 31 mm, with an internal austenitic stainless steel cladding layer of thickness 5 mm. The base metal is a low alloy 20MnMoNi55 steel (corresponding to the specifications of an SA 508 Grade 3, Class 1 steel), and the necessary extensions are made of a high strength ferritic steel. A wide range of instrumentation was implemented to provide data for mock-up behavior understanding and detect the ductile tearing initiation during the test. The test has been conducted with full success on the EDF 4 point bending test facility. After the experiment, samples have been taken from the mock-up for full SEM fractographic examinations of the fracture surface for identification of failure modes. The present paper describes the large scale experiment and presents the main experimental results and data. A synthesis of SEM fractographic examinations is also presented, to better understand the rupture behavior during the test.
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Akiyama, Yoshihiro, Kenji Terada, Nobuaki Oda, Tsutomu Yada, and Takahiro Nakajima. "Demonstration Test of Underground Cavern-Type Disposal Facilities, Fiscal 2010 Status." In ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59180.

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A test to demonstrate practical construction technology for underground cavern-type disposal facilities is currently underway. Cavern-type disposal facilities are a radioactive waste repository excavated to a depth of 50 to 100 m below ground and constructed with an engineered barrier system (EBS) that is a combination of low-permeable bentonite material and low-diffusive cementitious material. The disposed materials are low-level radioactive waste with relatively high radioactivity, mainly generated from power reactor decommissioning, and certain transuranic wastes that are mainly generated from spent fuel reprocessing. The project started in fiscal 2005*, and since fiscal 2007* a full-scale mock-up of a disposal facility has been constructed in an actual sub-surface environment. The main objective of the demonstration test is to establish construction procedures and methods which ensure the required quality of an EBS on-site. Certain component parts of the facility had been constructed in an underground cavern by fiscal 2010, and tests so far have demonstrated both the practicability of the construction and the achievement of the required quality. This paper covers the project outline and the test results obtained by the construction of certain EBS components. * All fiscal years end on March 31 of the following calendar year; for example, fiscal 2005 is the year from April 1, 2005, to March 31, 2006.
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Sakai, Akira, Hajime Koikegami, Nobuyuki Miura, and Eiji Ochi. "Development of Glass Melter Technology for HLLW Vitrification in Japan." In 2014 22nd International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/icone22-30693.

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This paper describes the development of glass melter technology, primarily the liquid fed joule-heated ceramic melter process (LFCM) for the vitrificaton of high-level radioactive liquid waste (HLLW) since 1977 in Japan. In 2013 the active test at the vitrification facility (K-facility) in Rokkasho commercial reprocessing plant was successfully completed for the final acceptance test. During this period many activities on LFCM process development have been carried out in the engineering scale or the full-scale inactive cold tests including the radioactive laboratory scale hot tests. In particular, the design of melter bottom structure and the operating method should be optimized in order to avoid the operational problems caused by accumulation of noble metals (Ru, Rh, Pd), electro-conducive deposits on the melter bottom. Through the operation of inactive and active test facilities in Tokai, the design basis for the Tokai Vitrification Facility (TVF) has been provided. The hot operation of the TVF was started in 1995 to demonstrate the LFCM process including the performance of the melter off-gas clean-up system etc. The TVF has provided the basis of the process design and the operation method for the K-facility melter in Rokkasho. In case of commercial scale vitrification, the glass production rate of the melter should be several times larger than that of the TVF. The K-facility full-scale inactive mock-up melter (KMOC) has been planned to confirm the influence of scale-up factors and the difference between Tokai and Rokkasho wastes. Through the testing operation of the KMOC, which was initially started in 2000, it has been found that the stable formation of a cold cap on a molten glass surface is fundamentally important to avoid the excessive precipitation of noble metals and the yellow phase formation. The active test of the K-facility has been proceeding under the same conditions as the KMOC, and was successfully completed in May, 2013. The advanced glass melter development programs have also commenced from 2009 to ensure a more robust and noble metals are compatible with the LFCM system and also to provide a higher processing rate. The second K-facility full-scale inactive mock-up melter (K2MOC) has been installed in the vitrification technology development facility (X-14) at Rokkasho. Its testing operation has commenced from November, 2013.
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Reports on the topic "Full scale mockup test"

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Ruff, D. T. Phase III (full scale) agitated mixing test plan. Office of Scientific and Technical Information (OSTI), October 1994. http://dx.doi.org/10.2172/10191584.

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Carhart, Homer W., and Frederick W. Williams. The EX-SHADWELL-Full Scale Fire Research and Test Ship. Fort Belvoir, VA: Defense Technical Information Center, January 1988. http://dx.doi.org/10.21236/ada198605.

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Keller, Jonathan A., Benjamin Gould, and Aaron Greco. Investigation of Bearing Axial Cracking: Benchtop and Full-Scale Test Results. Office of Scientific and Technical Information (OSTI), August 2017. http://dx.doi.org/10.2172/1375844.

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Cortez, Edel R., and Robert A. Eaton. Freeze-Thaw Tests of Full-Scale Roller-Compacted Concrete Test Sections. Fort Belvoir, VA: Defense Technical Information Center, July 1990. http://dx.doi.org/10.21236/ada228577.

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Scholze, Richard J., John T. Bandy, Donald K. Jamison, James A. Morgan, Vincent J. Ciccone, William P. Gardiner, and Ed D. Smith. Full-Scale Test Program for a Shower Wastewater Recycling System: Technical Evaluation. Fort Belvoir, VA: Defense Technical Information Center, January 1987. http://dx.doi.org/10.21236/ada178061.

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Rockett, John A., Masahiro Mortita, and Leonard Y. Cooper. Comparisons of NBSHarvard VI simulations and full-scale, multi-room fire test data. Gaithersburg, MD: National Bureau of Standards, 1987. http://dx.doi.org/10.6028/nbs.ir.87-3567.

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Meadows, J. B., G. E. Robbins, and D. G. Roselius. Large scale steam valve test: Performance testing of large butterfly valves and full scale high flowrate steam testing. Office of Scientific and Technical Information (OSTI), May 1995. http://dx.doi.org/10.2172/188883.

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Duignan, M. R., and G. E. Weeks. Final Report Full-Scale Test of DWPF Advanced Liquid-Level and Density Measurement Bubblers. Office of Scientific and Technical Information (OSTI), July 1999. http://dx.doi.org/10.2172/350786.

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Cooley, Scott K., Eric M. Pierce, Larry M. Bagaasen, and Michael J. Schweiger. Analysis of Soluble Re Concentrations in Refractory from Bulk Vitrification Full-Scale Test 38B. Office of Scientific and Technical Information (OSTI), June 2006. http://dx.doi.org/10.2172/890728.

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Osborn, Douglas, and Matthew Solom. Terry Turbopump Expanded Operating Band Full-Scale Component and Basic Science Detailed Test Plan - Final. Office of Scientific and Technical Information (OSTI), February 2017. http://dx.doi.org/10.2172/1367492.

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