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Relevant bibliographies by topics / Axial response

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Academic literature on the topic 'Axial response'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Axial response"

1

Escalera, Juan C., Juan Campos, and Maria J. Yzuel. "Pupil symmetries for identical axial response." Microwave and Optical Technology Letters 7, no. 4 (March 1994): 174–78. http://dx.doi.org/10.1002/mop.4650070405.

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2

Murff, J. D., and R. A. Schapery. "Time dependence of axial pile response." International Journal for Numerical and Analytical Methods in Geomechanics 10, no. 4 (July 1986): 449–58. http://dx.doi.org/10.1002/nag.1610100409.

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Pickering, E. G., E. Bele, and V. S. Deshpande. "Multi-axial response of idealized cermets." Acta Materialia 116 (September 2016): 281–89. http://dx.doi.org/10.1016/j.actamat.2016.06.051.

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Ruiz-Medrano, Jorge, Ignacio Flores-Moreno, Pablo Peña-García, Javier A. Montero, Jay S. Duker, and José M. Ruiz-Moreno. "Author Response: Choroidal Thickness and Axial Length." Investigative Opthalmology & Visual Science 55, no. 8 (August 14, 2014): 5055. http://dx.doi.org/10.1167/iovs.14-15119.

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Zhao, Chang Jun, Yu Xin Sun, Huang Qiu Zhu, and Xian Xing Liu. "Axial Suspension Fuzzy PID Control for Axial Artificial Heart Pump." Applied Mechanics and Materials 703 (December 2014): 323–26. http://dx.doi.org/10.4028/www.scientific.net/amm.703.323.

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This paper designs an intelligent fuzzy PID controller of electromagnetic bearing for axial artificial heart pump (AAHP) to achieve re-stable suspension and quick response performance. and Matlab/Simulink is employed to simulate floating process of the rotor and the process of response to displacement disturbance. The simulation results show that the floating overshoot can be inhibited effectively, with the fuzzy PID controller. Fuzzy PID controller can respond to sudden displacement disturbance quickly. Then analyze the simulation waveforms of Fuzzy PID controller and traditional PID controller, verify that the fuzzy PID controller can overcome the shortcomings of traditional PID controller, and increase the control precision of the system and the robustness of the system.

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Benavent, Diego, Chamaida Plasencia-Rodríguez, Karen Franco-Gómez, Romina Nieto, Irene Monjo-Henry, Diana Peiteado, Alejandro Balsa, and Victoria Navarro-Compán. "Axial spondyloarthritis and axial psoriatic arthritis: similar or different disease spectrum?" Therapeutic Advances in Musculoskeletal Disease 12 (January 2020): 1759720X2097188. http://dx.doi.org/10.1177/1759720x20971889.

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Aims: First, to compare clinical features and biological disease modifying anti-rheumatic drugs (bDMARDs) response in patients with axial spondyloarthritis (axSpA) and axial psoriatic arthritis (axPsA). Second, to identify possible predictors of treatment response in both entities. Methods: One-year follow-up, observational, single-center study including all patients with axSpA or axPsA who started bDMARDs therapy. Clinical features were collected at baseline while disease activity was measured at baseline, 6 and 12 months by the Ankylosing Spondylitis Disease Activity Score and the Physician Global Assessment. The frequency of patients achieving inactive disease (ID), low disease activity (LDA), high or very high disease activity and clinical improvement were compared between axSpA and axPsA. Baseline predictor factors for achieving treatment response were identified through regression models, using odds ratio (OR) as an estimate. Results: In total, 352 patients were included: 287 (81.5%) axSpA and 65 (18.5%) axPsA. No significant differences at baseline were observed between the two diseases for most of the characteristics. While HLA-B27 positivity was associated with axSpA (OR = 5.4; p < 0.001), peripheral manifestations were associated with axPsA (OR = 4.7; p < 0.001). The frequency of patients with axSpA and axPsA achieving ID/LDA after 6 and 12 months of bDMARDs was comparable: 53% versus 58%, p = 0.5; and 58% versus 60%, p = 0.9, respectively. Both diseases also presented similar clinical improvement. In axSpA and axPsA, male gender seemed to be associated with achieving LDA [OR at 12 months visit = 2.8 ( p < 0.01) and 2.7 ( p = 0.09)]. Conclusion: In clinical practice, patients with axSpA and axPsA present numerous similarities, including comparable medium-term clinical response to bDMARDs. Male gender could be a predictor of treatment response in both diseases.Keyword: axial spondyloarthritis, psoriatic arthritis, axial involvement, clinical characteristics

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Wo, Andrew M., Meng-Hsuan Chung, and Shu-Tzung Hsu. "Gust Response Decomposition in a Stator/Rotor Axial Compressor with Varying Axial Gap." Journal of Propulsion and Power 13, no. 2 (March 1997): 178–85. http://dx.doi.org/10.2514/2.5163.

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Magina, Nicholas A., and Timothy C. Lieuwen. "Effect of axial diffusion on the response of diffusion flames to axial flow perturbations." Combustion and Flame 167 (May 2016): 395–408. http://dx.doi.org/10.1016/j.combustflame.2016.01.012.

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Savigamin, Chatuphat, and Antonio Bobet. "Seismic response of a deep circular tunnel subjected to axial shear and axial bending." Tunnelling and Underground Space Technology 112 (June 2021): 103863. http://dx.doi.org/10.1016/j.tust.2021.103863.

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10

Michaelides, O., G. Gazetas, G. Bouckovalas, and E. Chrysikou. "Approximate non-linear dynamic axial response of piles." Géotechnique 48, no. 1 (February 1998): 33–53. http://dx.doi.org/10.1680/geot.1998.48.1.33.

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Dissertations / Theses on the topic "Axial response"

1

Antolovich, Bruce F. "Deformation response of ARALL under uni-axial loading conditions." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19456.

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Jackson, Zane Steven. "Arterial remodeling in response to hemodynamic and axial forces." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/NQ63690.pdf.

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Niazi, Fawad Sulaman. "Static axial pile foundation response using seismic piezocone data." Diss., Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/52195.

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Ever since the use of cone penetration testing (CPT) in geotechnical site investigations, efforts have been made to correlate its readings with the components of static axial pile capacity: unit base resistance (qb) and unit shaft resistance (fp). Broadly, the pile capacity analysis from CPT data can be accomplished via two main approaches: rational (or indirect) methods, and direct methods. The rational methods require a two-step approach, whereby CPT data are first used to provide assessments of geoparameters that are further utilized as input values within a selected analytical framework to enable the evaluation of the pile capacity components. In contrast, direct CPT methods use the measured penetrometer readings by scaling relationships or algorithms in a single-step process to obtain fp and qb for full-size piling foundations. The evolution of the CPT from mechanical to electrical to electronic versions and single-channel readings (i.e., measured tip resistance, qc) to the piezocone penetration test (CPTu), that provides three readings of point stress (qt), sleeve friction (fs), and porewater pressure (u1 or u2), has resulted in the concurrent development of multiple CPT-based geotechnical pile design methods. It is noted, however, that current CPT-based methods focus only on an estimate of "axial pile capacity", corresponding to a limiting load or force at full mobilization. A more comprehensive approach is sought herein utilizing the CPT readings towards producing a complete nonlinear load-displacement-capacity (Q-w-Qcap) on axial pile response. In particular, the seismic cone penetration test (SCPT) provides the profile of shear wave velocity (Vs) that determines the fundamental small-strain shear modulus: Gmax = gt?Vs2, where gt = total mass density of soil. With the penetrometer readings useful in assessing foundation capacity, the stiffness Gmax finds application within elastic continuum solutions towards evaluating the load-displacement (Q-w) response. In this study, a concise review of the deep foundation systems is presented, including pile types and characteristics, various arrangements of axial pile load testing in static mode, and interpretations of the load test data. In addition a comprehensive state-of-the-art review of CPT-based rational and direct methods of pile capacity evaluations is compiled. It is recognized that the direct methods offer more convenience in their straightforward approach in estimation of the pile capacity. The piezocone-based UniCone direct method proposed by Eslami and Fellenius (1997) is selected for further refinements, as it utilizes all three CPT readings in its design formulations. Concerning the analysis of pile deformations under axial loading, a brief review covers designs employing empirical formulations, analytical solutions, load-transfer (t-z) methods, numerical simulations, variational approaches, and those using hybrid methods. Specifically, the analytical elastic solution by Randolph and Wroth (1978; 1979) is covered in more detail since it is simple and convenient in application with extended applications to uplift and bidirectional O-cell types of loadings. This elastic approach also serves well in modeling a stacked pile solution for layered soil profiles. The last part of the review covers various shear modulus reduction schemes, since evaluation of the applicable stiffnesses is considered to be the most delicate phase in the nonlinear Q-w response analysis of axially loaded piles. It is identified that the most appropriate scheme applicable to static axial loading of pile foundations is the one that can be derived from the back-analyses of actual load tests within the framework of analytical elastic solution. In order to conduct a comprehensive research study on the axial Q-w-Qcap response of deep foundations from CPT readings, a large database is compiled. This includes 330 case records of pile load tests at 70 sites from 5 continents and 19 different countries of the world, where pile foundations were load tested under top-down compression or top-applied uplift (tension) loading, or both, or by bi-directional Osterberg cell setups. All test sites had been investigated using CPT soundings; in most cases by the preferred SCPTu that provides all four readings from the same sounding: qt, fs, u2, and Vs. In a few cases, sites were subjected to CPT or CPTu and the profiles of shear wave velocities were obtained by other field geophysical techniques, otherwise by empirical estimations. Results of the new correlation efforts are offered to derive coefficients Cse for shaft component and Cte for base component of the axial pile capacity from CPTu data. The UniCone type of soil classification chart is refined by delineating 11 soil sub-zones along with their respective Cse, in contrast to the 5 zones originally proposed. The CPT material index, Ic (Robertson, 2009) is then used to establish direct correlations linking Cse vs. Ic and Cte vs. Ic. Statistical relationships offer continuous functions for estimating the coefficients over a wide range of Ic values, thereby eliminating the need for use of the soil classification chart as well as improving the reliability in the evaluations of fp and qb. The effects of the pile loading direction (compression vs. uplift) and loading rate are also incorporated in the proposed design formulations. New sets of shear stiffness reduction curves are developed from the back-analysis of pile load tests and Gmax profiles obtained from the SCPT data. Alternative functions formats are provided in terms of hyperbolic tangent expressions or exponential curves, developed as normalized shear stiffness (G/Gmax) vs. logarithm of percent pseudo-strain (gp = w/d, where w = pile displacement and d = pile diameter). These charts offer convenience in the axial Q-w analysis of different pile categories within the framework of analytical elastic solution. The results also account for the plasticity characteristics of the soil formations within the database. A stacked pile model for Q-w analysis is presented in which certain adaptations are proposed in the elastic continuum solution. These adaptations enable plotting of separate modulus reduction curves (G/Gmax vs. gp) as function of depth for each layer, and treating pile as a stack of smaller pile segments embedded in a multi-layered soil media. The solution can be used to address the question of progressive failure with depth in a multi-layer soil media that exhibits nonlinear soil stiffness response. Finally, the closed-from analytical elastic pile solution for predicting the Q-w response is decoupled and modified to account for different setup cases and multi-stage loading of bi-directional O-cell tests. The decoupling accounts for separate assessments of the response to axial loading for different segments of pile shaft and different stages of loading, while the modifications include: (1) reduced maximum radius of influence for the upward displacements of the upper shaft segment, and (2) modeling the non-linear ground stiffness from the back-analysis of a well-documented dataset of O-cell load tests.

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Tansiri, Pakorn. "Dynamic response of a column under axial impulsive loading." Thesis, University College London (University of London), 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270196.

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5

Forni, Fabio. "Investigating the axial response of pile foundations for offshore wind turbines." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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I crescenti problemi legati ai cambiamenti climatici rendono l'impiego delle energie rinnovabili sempre più interessante. In questa ottica, in Germania si sta pianificando di aumentare la produzione di energia pulita attraverso lo sfruttamento dell’energia eolica. Nuovi impianti di turbine eoliche sono previsti nel Mare del Nord in acque medio profonde (25-45m) dove la parte immersa della struttura della turbina eolica (chiamata sottostruttura) è spesso costituita da una struttura jacket (traliccio) o tripod (a treppiedi). Questo tipo di sottostrutture trasmettono principalmente carichi assiali alle fondazioni (in genere fondazioni su palo), e il carico a trazione è la forza che maggiormente ne influenza il dimensionamento. Molte compagnie energetiche tedesche sono interessate a migliorare l’efficienza e i costi dei loro impianti eolici e, per questo, incaricano università ed istituti di ricerca (come il Fraunhofer IWES) per indagarne gli aspetti, come ad esempio il comportamento delle fondazioni offshore. All’autore di questa tesi è stata data l’opportunità di studiare e lavorare al Fraunhofer IWES e perciò questa tesi tratterà del compramento di pali caricati assialmente e staticamente pensati per sottostrutture jacket o tripod per turbine eoliche. Nello studio effettuato per questa tesi, i dati seprimentali, ottenuti da una campagna sperimentale condotta (in larga scala 1:10 1:5) su pali infissi in terreno sabbioso, sono confrontati attraverso l’impiego delle load-transfer curves (funzioni che descrivono il comportamento d’interfaccia palosuolo) usando sia un’approccio classico (fornito dal metodo di calcolo API Main Text) sia approcci più recenti (dati dai metodi di calcolo CPT). Uno script Matlab creato appositamente dall’autore di questa tesi riesce ad implementare 11 diversi tipi di load-transfer curves. Il lavoro di tesi si conclude con un esempio pratico in grado di fornire un’idea di come questo script può essere usato nella progettazione.

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Da, Silva Pedro. "Effect of concrete strength on axial load response of circular columns." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0030/MQ64216.pdf.

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Baldinelli, Michael J. V. "Analysis of the axial response of flexible piles to rapid loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0001/MQ42047.pdf.

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Paggett, Jon W. "Neutron diffraction study of load response and residual stresses in WC-(Ni/Co) composites." Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/4109.

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Thesis (Ph. D.)--University of Missouri-Columbia, 2005.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (May 25, 2006) Vita. Includes bibliographical references.

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Meehan, Anthony. "Steady state response of an axial compression system to a constant heat input." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/15975.

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10

Leo, Riccardo. "The axial response of offshore piles in sand from large scale tests." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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This thesis focuses on deep foundations used in offshore environment, in particular for offshore wind turbines. Piles are necessary when the bearing capacity of the shallow soil layers is not enough to ensure stability. Piles can work on both axial and lateral response. In the thesis only axially loaded piles will be considered. The analysis of the axial behavior of piles should be considered in terms of ultimate capacity as well as the load transfer mechanism between the pile and the soil. The technical aim of this thesis concerns the understanding of the load transfer curves, their extrapolation and the exploration of load distribution along the pile during a given load. To achieve this, a thorough study of literature on current design methods is carried out and two instrumented piles will be analysed in order to understand how the load is distributed along the pile shaft and how experimental load transfer curves can be extrapolated. The more general aim of this work is to optimize design procedures and try to reduce the cost related piles and their installation in offshore environment, since it is quite known to be higher than onshore fields, as it will be explained in the first chapter of this thesis. A geotechnical software IGtH Pile developed by the Institute of geotechnical Engineering (IGtH), Leibniz Universität Hannover will be used in the evaluation of the ultimate capacity and the results will be compared with a Matlab code developed at the IWES research institute.

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Books on the topic "Axial response"

1

Jackson, Zane Steven. Arterial remodeling in response to hemodynamic and axial forces. 2001.

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2

L, Meeks E., Fralick Gustave C, and United States. National Aeronautics and Space Administration., eds. Frequency response of a supported thermocouple wire: Effects of axial conduction. [Atlanta, Ga.?]: Georgia Institute of Technology, 1991.

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L, Meeks E., Fralick Gustave C, and United States. National Aeronautics and Space Administration., eds. Frequency response of a supported thermocouple wire: Effects of axial conduction. [Atlanta, Ga.]: Georgia Institute of Technology, 1990.

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Siebert, Stefan, Sengupta Raj, and Alexander Tsoukas. The genetics of axial spondyloarthritis. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780198755296.003.0004.

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Family and twin studies have long suggested a large genetic component in ankylosing spondylitis (AS). The genetic association with HLA-B27 remains one of the strongest single gene variant associations reported in any complex polygenic disease. The exact mechanism by which HLA-B27 contributes to AS remains unknown, with three main theories proposed: the arthritogenic peptide, endoplasmic reticulum stress with unfolded protein response, and homodimerization theories. Genome-wide association studies have identified a number of other important susceptibility genes for AS, several of which overlap with other spondyloarthritis conditions. Of these, ERAP1 and IL-23R, are covered in more detail, highlighting their functional importance.

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Marshall, Rouse, and United States. National Aeronautics and Space Administration., eds. Response of composite fuselage sandwich side panels subjected to internal pressure and axial tension. [Washington, D.C: National Aeronautics and Space Administration, 1998.

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Marshall, Rouse, and United States. National Aeronautics and Space Administration., eds. Response of composite fuselage sandwich side panels subjected to internal pressure and axial tension. [Washington, D.C: National Aeronautics and Space Administration, 1998.

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Karl, Owen A., and United States. National Aeronautics and Space Administration., eds. Forced response testing of an axi-centrifugal turboshaft engine. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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C, Fralick Gustave, and United States. National Aeronautics and Space Administration., eds. Frequency response of a thermocouple wire: Effects of axial conduction : progress report, April 1990-September 1990. Atlanta, Ga: Georgia Institute of Technology, 1990.

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C, Fralick Gustave, and United States. National Aeronautics and Space Administration., eds. Frequency response of a thermocouple wire: Effects of axial conduction : progress report, April 1990-September 1990. Atlanta, Ga: Georgia Institute of Technology, 1990.

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Lie, Elisabeth, Tore Kristian Kvien, and Mikkel Østergaard. Patient registries. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780198734444.003.0024.

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Patient registries can be either disease-based or medication-based, and have a wide range of objectives, such as describing the natural history of disease, determining clinical effectiveness or cost-effectiveness of treatments, safety monitoring, and measuring quality of care. This chapter describes some of the major disease-based and medication-based registries in axial spondyloarthritis, including several so-called biologics registries, which were established in many European countries as well as in other parts of the world following the introduction of the first tumour necrosis factor (TNF) inhibitors in 1999. The main results from registry-based research in axial spondyloarthritis are reviewed, covering areas such as epidemiology, genetics, effectiveness of TNF inhibitor treatment and switching, predictors of TNF inhibitor response and retention, and safety of TNF inhibitors. The current and future role of patient registries within epidemiology, effectiveness research, and surveillance of new therapies in axial spondyloarthritis are discussed.

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Book chapters on the topic "Axial response"

1

Jeremy Robinson, W., Jeb S. Tingle, Mark H. Wayne, Jayhyun Kwon, and Gregory Norwood. "Instrumentation Response of Full-Scale Multi-axial Geogrid Stabilized Flexible Pavements." In Lecture Notes in Civil Engineering, 564–73. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55236-7_58.

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Hemanth Kumar, Chinthapalli, B. Subash, and Anil Agarwal. "Response of RC Short Column Under Combined Fire and Axial Loading." In Lecture Notes in Civil Engineering, 121–31. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4079-0_11.

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Whittie, Stephen, Paul Moy, Andrew Schoch, Joseph Lenhart, and Tusit Weerasooriya. "Strain Rate Response of Cross-Linked Polymer Epoxies under Uni-Axial Compression." In Dynamic Behavior of Materials, Volume 1, 57–65. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0216-9_8.

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Hung, R. J., and Y. T. Long. "Cryogenic Rotating Helium in Response to Lateral and Axial Impulses in Microgravity." In A Cryogenic Engineering Conference Publication, 1227–38. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0373-2_155.

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Wang, Erheng, and Arun Shukla. "The Blast Response of Sandwich Composites with Bi-Axial In-Plane Compressive Loading." In Dynamic Behavior of Materials, Volume 1, 383–91. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0216-9_53.

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Ranadive, Gauri, A. Deb, and Bisheshwar Haorongbam. "Evaluation of the Accuracy of an Accelerometer Response Generated by Axial Impact Loading." In CIRP Design 2012, 169–80. London: Springer London, 2012. http://dx.doi.org/10.1007/978-1-4471-4507-3_17.

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Randolph, Mark F. "Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles." In Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads, 481–528. Vienna: Springer Vienna, 2012. http://dx.doi.org/10.1007/978-3-7091-1068-3_10.

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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures, 83–109. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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<p>This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.</p>

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Karlsrud, K., B. Kalsnes, and F. Nowacki. "Response of Piles in Soft Clay and Silt Deposits to Static and Cyclic Axial Loading Based on Recent Instrumented Pile Load Tests." In Advances in Underwater Technology, Ocean Science and Offshore Engineering, 549–83. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9_27.

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"Axial and Bending Response." In Practical Stress Analysis in Engineering Design, 537–54. CRC Press, 2008. http://dx.doi.org/10.1201/9781420017823-41.

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Conference papers on the topic "Axial response"

1

Aschenbruck, Jens, Christopher E. Meinzer, Linus Pohle, Lars Panning-von Scheidt, and Joerg R. Seume. "Regeneration-Induced Forced Response in Axial Turbines." In ASME Turbo Expo 2013: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/gt2013-95431.

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The regeneration of highly loaded turbine blades causes small variations of their geometrical parameters. To determine the influence of such regeneration-induced variances of turbine blades on the nozzle excitation, an existing air turbine is extended by a newly designed stage. The aerodynamic and the structural dynamic behavior of the new turbine stage are analyzed. The calculated eigenfrequencies are verified by an experimental modal analysis and are found to be in good agreement. Typical geometric variances of overhauled turbine blades are then applied to stator vanes of the newly designed turbine stage. A forced response analysis of these vanes is conducted using a uni-directional fluid-structure interaction approach. The effects of geometric variances on the forced response of the rotor blade are evaluated. It is shown that the vibration amplitudes of the response are significantly higher for some modes due to the additional wake excitation that is introduced by the geometrical variances e.g. 56 times higher for typical MRO-induced variations in stagger-angle.

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Mayne, Paul W., and Guillermo Zavala. "Axial Shaft Response from Seismic Piezocone Tests." In GeoSupport Conference 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40713(2004)36.

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Escalera, Juan C., Maria J. Yzuel, and Juan Campos. "Transverse and axial response of super-Gaussian rings." In 3rd Iberoamerican Optics Meeting and 6th Latin American Meeting on Optics, Lasers, and Their Applications, edited by Angela M. Guzman. SPIE, 1999. http://dx.doi.org/10.1117/12.358415.

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Wo, A. M., M. H. Chung, S. J. Chang, and S. F. Lee. "Wake Vorticity Decay and Blade Response in an Axial Compressor With Varying Axial Gap." In ASME 1999 International Gas Turbine and Aeroengine Congress and Exhibition. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/99-gt-451.

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Abstract:

This paper addresses the decay of rotor wake vorticity for a rotor/stator axial compressor, with the axial gap between blade rows being 10, 20 and 30 percent chord, and at both design and high loading levels. Experiments were conducted in a large-scale, low-speed axial compressor. Navier-Stokes calculations were also executed. Both data and Navier-Stokes results reveal that the decay of rotor wake vorticity increases substantially as the axial gap decreases; the decay for 10 percent gap is about twice that of 30 percent. Increased time-mean blade loading causes the vorticity decay to also increase, with this effect more pronounced for large axial gap than small. At the stator inlet mid-pitch location, the wake maximum vorticity for 10 and 30 percent chord gap cases being nearly the same (differ by 3.8%) at design loading. The corresponding stator unsteady force agrees within 5.2%. Variation of vorticity decay with axial gap is directly linked to the change in potential disturbance by the downstream stator on the rotor wake due to the change in gap spacing. This suggests that the stator potential disturbance causes the upstream rotor wake to decay at an increased rate which, in turns, results in a lowered level of stator response compared to that without this stator/wake interaction effect. Thus, in this context, blade row interaction is considered beneficial.

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McNeill, Scot, Matt Stahl, and Kenneth Bhalla. "Damping Identification from Measurement of Axial Riser Response Data." In Offshore Technology Conference. Offshore Technology Conference, 2018. http://dx.doi.org/10.4043/28710-ms.

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Dikes, Jason L., Heidi P. Feigenbaum, and Constantin Ciocanel. "Predictions of MSMA Response Under Bi-Axial Mechanical Loading." In ASME 2014 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/smasis2014-7659.

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Magnetic shape memory alloys (MSMAs) are materials commonly used for actuation, sensing, and/or power harvesting applications. To date, these applications have primarily been explored under a magnetic field and/or a compressive stress, with the stress and the field acting along directions perpendicular to each other. However, other applications may be envisioned, and existing applications may be optimized, with alternate load configurations. The alternate load configuration to be explored in this work is the application of bi-axial compressive stresses. This configuration could be used in actuation or power harvesting applications. A constitutive model, proposed by LaMaster et al. [1], is simplified and used to predict the response of the material under bi-axial compressive stresses. Model predictions are compared with experimental data from the literature.

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Saito, Yuji, Ayumu Tsuji, Ai Yamada, and Harunori Nagata. "Response Mechanisms in Axial-Injection End-Burning Hybrid Rockets." In AIAA Propulsion and Energy 2019 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2019. http://dx.doi.org/10.2514/6.2019-3918.

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Suslov, D. A., I. V. Litvinov, and S. I. Shtork. "Frequency response of swirl flow behind an axial swirler." In THE 1ST INTERNATIONAL CONFERENCE ON PHYSICS AND APPLIED PHYSICS (THE 1ST ICP&AP) 2019: Fundamental and Innovative Research for Improving Competitive Dignified Nation and Industrial Revolution 4.0. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000489.

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Magina, Nicholas A., and Tim C. Lieuwen. "Effect of Axial Diffusion on the Response of Over-ventilated Diffusion Flames to Axial Flow Perturbations." In 52nd Aerospace Sciences Meeting. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2014. http://dx.doi.org/10.2514/6.2014-0651.

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Knight, Norman, Kenny Elliott, Justin Templeton, Kyongchan Song, and Jeffery Rayburn. "FAST Mast Structural Response to Axial Loading: Modeling and Verification." In 53rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference
20th AIAA/ASME/AHS Adaptive Structures Conference
14th AIAA. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2012. http://dx.doi.org/10.2514/6.2012-1952.

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Reports on the topic "Axial response"

1

Khan, Akhtar S. Dynamic Multi-Axial Loading Response and Constitutive/Damage Modeling of Titanium and Titanium Alloys. Fort Belvoir, VA: Defense Technical Information Center, June 2006. http://dx.doi.org/10.21236/ada455627.

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2

Graham, G. M., M. Islam, and K. C. Fang. Nonlinear Normal and Axial Force Indicial Responses for a Two Dimensional Airfoil. Fort Belvoir, VA: Defense Technical Information Center, November 1991. http://dx.doi.org/10.21236/ada247196.

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