Relevant bibliographies by topics / Ultimate load

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Ultimate load'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Ultimate load"

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Cheung, M. S., N. J. Gardner, and S. F. Ng. "Ultimate load distribution characteristics of a model slab-on-girder bridge." Canadian Journal of Civil Engineering 14, no. 6 (1987): 739–52. http://dx.doi.org/10.1139/l87-112.

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The introduction of limit states design philosophy and the ever growing demand for higher permissible loads for overload vehicles or special permit vehicles necessitates a thorough investigation of the behaviour and live load distribution characteristics of bridges beyond the working stress range. Evaluation of the live load moment capacity at ultimate utilizing elastic load distribution factors is neither realistic nor logical, as the distribution factors should reflect the ultimate structural/load responses including nonlinear behaviour, load redistribution due to yielding, etc.The purpose o
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Belenkiy, L., and Y. Raskin. "Estimate of the Ultimate Load on Structural Members Subjected to Lateral Loads." Marine Technology and SNAME News 38, no. 03 (2001): 169–76. http://dx.doi.org/10.5957/mt1.2001.38.3.169.

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This paper examines plastic behavior of typical ship structures, specifically beams, grillages, and plates subjected to predominantly lateral loads. The ultimate loads, determined on the basis of the theorems of limit analysis [1,2], are evaluated using nonlinear finite-element plastic analysis. The relationships between analytical and finite-element models for prediction of ultimate loads of beams, stiffened panels, and grillages are illustrated. It has been shown that the ultimate loads, obtained from the theorems of limit analysis, can be successfully used for strength assessment of stiffen
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Buckle, I. G., A. R. Dickson, and M. H. Phillips. "Ultimate strength of three reinforced concrete highway bridges." Canadian Journal of Civil Engineering 12, no. 1 (1985): 63–72. http://dx.doi.org/10.1139/l85-007.

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The destructive testing of three reinforced concrete highway bridges, recently made redundant by road realignment, is summarized. The procedure used to test the bridges to ultimate conditions is described and load capacities of about 20 times class 1 axle loads are reported for all structures. Analyses based on conventional ultimate strength theory can account for only two-thirds of these ultimate loads and then only if second order effects are included. A nonlinear finite element computer program has been developed and used to analyze one of these structures. Excellent prediction of the ultim
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Helba, Alaa, and John B. Kennedy. "Skew composite bridges — analyses for ultimate load." Canadian Journal of Civil Engineering 22, no. 6 (1995): 1092–103. http://dx.doi.org/10.1139/l95-127.

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The ultimate limit state design for composite skew bridges with slab-on-I-steel girders requires a reliable prediction of their ultimate load capacity. In this paper, the results from a yield-line analysis of prototype composite bridges subjected to OHBDC truck loading are presented and compared with the results from a nonlinear finite element analysis of such prototype skew bridges. The favourable comparison between the two sets of results indicates that the collapse loads of skew composite bridges can be reliably and readily predicted by the yield-line method of analysis. Equations useful fo
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Meyerhof, G. G., and D. P. Ghosh. "Ultimate capacity of flexible piles under eccentric and inclined loads." Canadian Geotechnical Journal 26, no. 1 (1989): 34–42. http://dx.doi.org/10.1139/t89-004.

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The ultimate bearing capacity of flexible single model piles and small pile groups of timber and nylon in loose sand and soft clay has been determined under various combinations of eccentricity and inclination of the load varying in direction from vertical to horizontal. The results of the load tests are presented in the form of polar bearing capacity diagrams and they are compared with the theoretical estimates based on the concept of an effective embedment depth in terms of the behaviour of equivalent rigid piles. Reasonable agreement has been found between the observed and predicted ultimat
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Sachidananda, Khwairakpam, and KonjengbamDarunkumar Singh. "Failure mechanisms and curvature radius effect in fixed ended flat oval LDSS slender column under axial compression." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1449–53. http://dx.doi.org/10.38208/acp.v1.675.

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This paper presents the different failure mechanism of fixed ended flat oval LDSS (Lean Duplex Stainless Steel) slender column under axial compression by using the finite element software Abaqus. The load capacity is presented in terms of yield load and the deformation modes at ultimate load (?u) and post ultimate load at 1.5 ?u. Based on the deformation at ultimate deformation (?u) and post ultimate load at 1.5?u, failure mechanisms are identified as viz., 1) Local to local yielded buckling , 2) Local to local yielded flexural, 3) Flexural to flexural yielding , which ultimately depend on the
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Ibrahim, Enas S., Mazin B. Abdulrahman, Yasser I. Yahia, Belal Alsubari, Hayder S. Abdulaali, and Shagea Alqawzai. "Behavior of Reinforced Concrete Corbels Strengthened with CFRP Strips Subjected to Monotonic and Repeated Loading." Tikrit Journal of Engineering Sciences 31, no. 1 (2024): 88–100. http://dx.doi.org/10.25130/tjes.31.1.8.

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Concrete corbels are short cantilevers subjected to monotonic and repeated loads. Repeated loads generally negatively affect the concrete structural members' strength as they decrease the resistance to external loads. To increase these loads, strengthening with carbon fiber reinforced polymer (CFRP) strips as an externally bounded technique is used. This paper studies the behavior and strength of strengthened corbels subjected to monotonic and repeated (constant and incremental) loads. The experimental program included the casting and testing of twelve double-concrete corbels. All specimens ha
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Fuschi, P., and A. A. Pisano. "Ultimate load prediction of MMNCs structures." Composites Part B: Engineering 125 (September 2017): 175–80. http://dx.doi.org/10.1016/j.compositesb.2017.05.068.

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Sourabh, Kumar, and Rathore Harsh. "Strength of RC Beams Incorporating Geopolymer Concrete." Journal of Advances in Geotechnical Engineering 7, no. 1 (2024): 27–32. https://doi.org/10.5281/zenodo.10725521.

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<em>This study evaluates the flexural behavior of Geopolymer Concrete (GPC) beams through theoretical and experimental analyses, focusing on ultimate load, ultimate deflection, and deflection at the service load. Higher tensile reinforcement correlates with increased ultimate loads, akin to conventional reinforced cement concrete beams. Experimental loads consistently surpass theoretical values, with initial crack formation observed in specific load ranges. Notably, beams incorporating Ground Granulated Blast Furnace Slag (GGBS) in GPC demonstrate improved cracking and deflection, particularly
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Xing, Zhanqing, Gang Wang, Xiaolin Lin, Jing Pang, Caiqi Zhao, and Qiaosheng Chen. "Study of the Mechanical Properties of Beam-Column Joints in a New Type of Aluminum Alloy Portal Frame." Buildings 13, no. 11 (2023): 2698. http://dx.doi.org/10.3390/buildings13112698.

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In the article, the semi-permanent aluminum alloy portal frame is used as the research background, beam-column joints are used as the research object, and experimental and numerical analyses are carried out. The influence of different bolt diameters and arch angles on the mechanical properties of beam-column joints under vertical load was analyzed using five sets of experiments. The experimental results show that the load–displacement curves of different bolt diameters in the elastic stage are basically consistent. After entering the plastic stage, the ultimate load first increases and then de
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Dissertations / Theses on the topic "Ultimate load"

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Mill, Andrew John. "Ultimate load analysis of fixed arches." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25121.

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The advent of Limit States Design has created the necessity for a better understanding of how structures behave when loaded beyond first local yielding and up to collapse. Because the problem of determining the ultimate load capacity of structures is complicated by geometric and material non-linearity, a closed form solution for anything but the simplest of structure is not practical. With this as motivation, the ultimate capacity of fixed arches is examined in this thesis. The results are presented in the form of dimensionless collapse curves. The form of these curves is analogous to column c
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Erdal, Ferhat. "Ultimate Load Capacity Of Optimally Designed Cellular Beams." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613007/index.pdf.

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Cellular beams became increasingly popular as an efficient structural form in steel construction since their introduction. Their sophisticated design and profiling process provides greater flexibility in beam proportioning for strength, depth, size and location of circular holes. The purpose of manufacturing these beams is to increase overall beam depth, the moment of inertia and section modulus, which results in greater strength and rigidity. Cellular beams are used as primary or secondary floor beams in order to achieve long spans and service integration. They are also used as roof beams bey
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Hirvi, Johan. "Long Span Flexible Metal Culverts Ultimate Load Calculations." Thesis, KTH, Bro- och stålbyggnad, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36938.

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Helmers, Matthew J. "Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36856.

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A study was performed to investigate the factors that affect the accuracy of the procedures used by the Virginia Department of Transportation for design of drilled shaft sound wall foundations. Field load tests were performed on eight inch and nine inch diameter drilled shafts, and the results were compared to theoretical solutions for ultimate lateral load capacity. Standard Penetration Tests were run in the field and laboratory strength tests were performed on the soils from the test sites. It was found that published correlations between blow count and friction angle for
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Bonetti, Rodolfo Arturo. "Ultimate Strength of the Local Zone in Load Transfer Tests." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/31392.

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An improved equation is presented for the prediction of the ultimate strength of the local zone in Load Transfer Tests. The derivation of this new formulation is the result of the investigation of the ultimate bearing strength of plain and reinforced concrete blocks, concentrically loaded. A total of 199 bearing tests were performed on plain and reinforced concrete prisms to evaluate the variables involved in the bearing problem. A finite element analysis of a typical square block loaded with different bearing areas was performed. Two equations, one for plain concrete and the other for reinfor
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Ross, Justin Henry. "Evaluating ultimate bridge capacity through destructive testing of decommissioned bridges." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 154 p, 2007. http://proquest.umi.com/pqdweb?did=1338919151&sid=8&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Thesis (M.C.E.)--University of Delaware, 2007.<br>Principal faculty advisors: Michael J. Chajes and Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Galuta, Ezeedin. "Load distribution characteristics of a slab-on-girder bridge model at ultimate." Thesis, University of Ottawa (Canada), 1988. http://hdl.handle.net/10393/5145.

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Müller, Matthias. "Predicting the ultimate axial load capacity of joints formed using V-band retainers." Thesis, University of Huddersfield, 2011. http://eprints.hud.ac.uk/id/eprint/12144/.

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V-band retainers are widely used in the automotive, aircraft and aerospace industries to connect a pair of circular flanges to provide a joint with good axial strength and torsional rigidity. V-band retainers are manufactured using a cold roll forming process. Despite their wide application, once assembled to a pair of flanges little is known about the interaction between flange and band. Moreover the failure mode of V-band retainers when applying an axial load is not fully understood. In this thesis the ultimate axial load capacity of V-band retainers is predicted using finite element and the
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Martin, Anthony George. "The ultimate load capacity of square shear plates with circular perforations : (parameter study)." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25119.

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The incremental structural analysis program NISA83 was used to investigate various parameters affecting the ultimate capacity of square plates with circular perforations subjected to uniform shear stress. Both nonlinear material properties and nonlinear geometry were taken into account in determining the ultimate in-plane capacities and buckling capacities of perforated shear plates. The parameters investigated during this study were the hole size for a concentric location, and the hole location for a constant ratio of hole diameter to plate width of 0.2. In addition various doubler plates we
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Imamovic, Ismar. "Ultimate load limit analysis of steel structures accounting for nonlinear behaviour of connections." Thesis, Compiègne, 2017. http://www.theses.fr/2017COMP2373/document.

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Cette thèse traite de l'analyse limite des structures de châssis en acier, qui s'utilise souvent comme la structure principale de support des bâtiments. La structure du cadre en acier est caractérisée par une réponse très ductile et un grand potentiel pour dissiper l'énergie, ce qui est crucial pour la résistance par rapport aux tremblements de terre. La ductilité dans la réponse de la structure est la cause du comportement du matériau lui-même et du comportement des connexions entre les éléments de la structure. Les connexions entre les poutres et les poteaux peuvent influencer de manière sig
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Books on the topic "Ultimate load"

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Lee, Marcus Man-Kon. Ultimate load behaviour of plates with holes under in-plane loads. University of Birmingham, 1987.

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Gjelsvik, K. E. The ultimate load capacity of steel jacket platforms. UMIST, 1996.

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Moskalenko, Vladislav, Ivan Druz', Lev Leont'ev, and Valenin Tarasov. Features of the influence of the connection points of the set on the bearing capacity of the side floors of ice navigation vessels. INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1870592.

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The monograph is devoted to the consideration of the problems of damage to the side floors of ice navigation vessels from the action of concentrated ice load. The problems of the ultimate equilibrium of the beams of the on-board set are solved, taking into account the features of the ladder fastening. Extensive model experiments on the supercritical deformation of beams are presented. The methods of designing and defecation of the on-board set of ice navigation vessels, taking into account the cable connections, are proposed.&#x0D; It can be useful to scientists, specialists of ship repair pla
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Dollar, Creflo A. Lord, teach me how to love: Learning from the ultimate example. Harrison House, 2000.

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C, Chang Peter, Taylor A. W, and National Institute of Standards and Technology (U.S.), eds. Determination of the ultimate capacity of elastomeric bearings under axial loading: A report to U.S. Department of Commerce, Technology Administration, National Institute of Standards and Technology, Building and Fire Research Laboratory. The Institute, 1998.

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Alan, Weller, Allen P. H, and British Constructional Steelwork Association, eds. Handbook of structural steelwork: Design examples & ultimate loads to BS 5950 Part 1 & section properties to BS 4 Part 1, BS 4848 Parts 2 & 4. 2nd ed. BCSA in association with The Steel Construction Institute, 1990.

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Commission, Monopolies and Mergers. The Birmingham Post and Mail Holdings PLC, and Yattendon Investment Trust Ltd.: A report on the proposed transfer of the newspapers of the Birmingham Post and Mail Holdings PLC to the ultimate control of the trustees of Lord Iliffe's 1969 Settlement. H.M.S.O., 1985.

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Beckett, Derrick. Ultimate Load Design of Continuous Concrete Beams. Springer London, Limited, 2013.

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Dehdashti, Gholamreza. Shape formation and ultimate load behaviour of post-tensioned space trusses. 1994.

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Effect of load rate on ultimate tensile strength of ceramic matrix composites at elevated temperatures. National Aeronautics and Space Administration, Glenn Research Center, 2001.

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Book chapters on the topic "Ultimate load"

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Sikorski, K. A., and A. Borkowski. "Ultimate Load Analysis by Stochastic Programming." In Mathematical Programming Methods in Structural Plasticity. Springer Vienna, 1990. http://dx.doi.org/10.1007/978-3-7091-2618-9_20.

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Ibrahimbegovic, Adnan, and Rosa-Adela Mejia-Nava. "Inelasticity: Ultimate Load and Localized Failure." In Structural Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-23592-4_7.

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Ramm, E., K. Schweizerhof, and H. Stegmüller. "Ultimate Load Analysis of Thin Shells Under Pressure Loads." In Finite Element Methods for Nonlinear Problems. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82704-4_19.

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Mu, Shuo, Lijuan Li, Meng Zhang, Hongbing Liu, and Xianqiang Qu. "Analytical Method to Study the Ultimate Bearing Capacity of Containment for Floating Nuclear Power Plants Considering Wave Loads." In Springer Proceedings in Physics. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1023-6_70.

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AbstractIn floating nuclear power plant (FNPP), important equipment such as nuclear pressure vessel, pressure pipeline and pressurizer are installed in the containment, which is the last safety barrier of the reactor primary circuit of FNPP. The ultimate bearing capacity of containment is one of the important safety indexes of FNPP. In this study, considering the wave load, internal pressure load and their corresponding combination conditions in the sea area of FNPP, the overall finite element model of FNPP and the local finite element model of containment are established by using ANSYS softwa
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Wang, Qi, and Shunzhong Yao. "Study on Ultimate Bearing Capacity of CFRP-Reinforced Concrete Under Reciprocating Load." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_31.

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AbstractObjective: To study the ultimate bearing capacity of CFRP- reinforced concrete under reciprocating load. Methods: Firstly, a number of CFRP- reinforced concrete specimens were made on the test platform, and the overall compression was adopted to meet the test requirements. Secondly, the load-displacement curve of the specimen is drawn to determine the displacement change of the compression limit state. Finally, the load-deformation situation is analyzed, and the compressive ultimate bearing capacity of the specimen at each position is analyzed to determine the compressive ultimate bear
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Othman, M. M., E. Voyagaki, F. De Luca, G. Mylonakis, P. J. Vardanega, and J. J. Crispin. "Preliminary study of ultimate load prediction using the DINGO database." In Smart Geotechnics for Smart Societies. CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-220.

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Hsu, Shih-Tsung, Pin-Chan Lee, Yung-Chen Yen, et al. "Predicted Equations on Ultimate Bond Load of Strands-Cement System." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4049-3_83.

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Su, Yongqi, Kun Zhang, Qingsong Xv, Han Zhang, and Wenhui Li. "Structural Effects and Ultimate Load Analysis of Aircraft Landing on Runways." In Atlantis Highlights in Engineering. Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-449-5_65.

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Xia, Yongjun, Lijiang Sun, Fanhao Meng, and Jie Pan. "Study of Ultimate Load Capacity at Riveted Nodes of Holding Pole." In Lecture Notes in Electrical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6934-6_23.

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Gowthami, N. R., K. Ramanjaneyulu, and K. Ajaykumar Reddy. "Ultimate Load Behaviour of Segmental Composite Slabs at Different Shear Connectors." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7643-6_13.

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Conference papers on the topic "Ultimate load"

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Zhou, Yunbo, Chengyang Jia, Ming Zhang, and Song Wu. "Analysis of ultimate load carrying capacity of high-strength bolted structures." In 10th International Conference on Mechanical Engineering, Materials, and Automation Technology (MMEAT 2024), edited by Yunhui Liu and Zili Li. SPIE, 2024. http://dx.doi.org/10.1117/12.3046713.

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Yolum, Ugur, Enes Aydın, Fatih Çimen, and Tolga Temmuz Ökten. "Determination of Full-Scale Static Test Load Cases of a Light Utility Helicopter." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-181.

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Full-scale static test (FSST) is a key test program for the certification of new helicopter airframe. The strength and deformation requirements in airframe certification are substantiated by full-scale tests of the airframe structures. It provides experimental evidence that the structure is able to support limit loads without detrimental permanent deformation and carry ultimate loads for at least three seconds. In design stage, the total number of flight and ground limit load conditions is around 500. In FSST, the number of test load cases should be remarkably reduced. However, the selected lo
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Matsumura, Masahide, Ryoma Tsuruta, Seiji Okada, and Kiyoshi Ono. "Analytical Study on Ultimate Strength and Deformation of Stiffened Plates Made of Different Steel Grades." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2690.

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&lt;p&gt;Stiffened plates, consisting of stiffened plate panels, plate panels between longitudinal stiffeners and longitudinal stiffeners, are widely used in steel bridges, but buckling of each plate panel of the stiffened plate results in a sudden decrease in load carrying capacity of the member. Then a hybrid stiffened plate using high-strength steel in longitudinal stiffeners are being investigated to improve their load carrying capacity and deformation performance.&lt;/p&gt;&lt;p&gt;In this study, the load-carrying characteristics of the hybrid stiffened plates of various cross-sections an
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Kotur, Raghavan, and Lakshman Kasina. "Ultimate Load Capacities of Bolted Flanges." In ASME 2015 Gas Turbine India Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/gtindia2015-1325.

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In great majority of situations, bolted flanges are designed to work well within elastic limits. The main design considerations concern preload which should be high enough to limit fatigue loading of the bolt and also prevent flange opening in the operating range. Elastic design of bolted joints as well their finite element simulation have been well understood. The present paper deals with post elastic behavior of bolted joints. Equipment and structures are often exposed to loads much higher than the normal operating loads. Civil engineering structures experiencing earthquakes is one such exam
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Sathish Kumar, S. "Ultimate Limit State Analysis of Ship Structures." In International Conference on Marine Engineering and Technology Oman. IMarEST, 2019. http://dx.doi.org/10.24868/icmet.oman.2019.011.

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Subjective and objective uncertainties are imposed on ship structures due to the random nature of the loading environment, inadequate knowledge of physical phenomena associated with loads or deviations in material properties which make reliable predictions of structural response a difficult task. Strength criteria for ships can be established by ultimate strength studies of progressive collapse analysis of finite element models under different boundary conditions with combined geometric and material nonlinearities. Load-Displacement and/or Moment-Curvature curves can be generated and the ultim
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Helmers, Matthew J., and J. Michael Duncan. "Ultimate Load Design of Laterally Loaded Drilled Shaft Foundations." In Geo-Denver 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40511(288)15.

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GRADZKI, R., and K. KOWAL-MICHALSKA. "ULTIMATE LOAD OF PLATES UNDER SIMULTANEOUS BENDING AND SHEAR." In Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0041.

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Bolt, H. M., and C. J. Billington. "Results from Ultimate Load Tests on 3D Jacket-Type Structures." In Offshore Technology Conference. Offshore Technology Conference, 2000. http://dx.doi.org/10.4043/11941-ms.

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Ruan, Xin, Xue-fei Shi, Zhousong Tian, and Jun Wang. "Ultimate Load Carrying Capacity of Two Long Span Arch Bridges." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/weimar.2007.0594.

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Camilleri, Duncan, and Brian Ellul. "Composite Fibre Reinforced Pipe Elbows Subject to Combined Loading." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65366.

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Composite pipes are currently being used in a multitude of applications varying from civil to oil and gas applications. Pipes are generally connected together by means of pipe elbows that in turn are subjected to bending moment and pressure loading. This study looks into the effect of combined loading on the first ply and ultimate failure load of pipe elbows. The influence of pressure loading followed by a bending moment versus firstly applying bending moment followed by subsequent pressure loading, on the ultimate catastrophic failure, is investigated through numerical methods. The combined b
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Reports on the topic "Ultimate load"

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Sutipatanasomboon, Arpaporn. Ultimate guide on Clegg Impact Testers. ConductScience, 2022. http://dx.doi.org/10.55157/cs20220727.

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A Clegg Impact Tester, also known as a Clegg Hammer, is a portable device invented by Dr. Baden Clegg to assess surface shock absorption and bearing capacity. It measures the strength of soils, aggregates, and synthetic materials for roads and sports surfaces. The tester consists of a compaction hammer, guiding tube, and piezoelectric accelerometer. It quantifies a surface's ability to withstand structural load and offers insights into strength, stiffness, and stability. The hammer is dropped from a specific height, and its impact is measured. Clegg Impact Testers are used for various applicat
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Salgado, Rodrigo, Sang Inn Woo, and Dongwook Kim. Development of Load and Resistance Factor Design for Ultimate and Serviceability Limit States of Transportation Structure Foundations. Purdue University, 2011. http://dx.doi.org/10.5703/1288284314618.

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Patel, Reena, David Thompson, Guillermo Riveros, Wayne Hodo, John Peters, and Felipe Acosta. Dimensional analysis of structural response in complex biological structures. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41082.

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The solution to many engineering problems is obtained through the combination of analytical, computational and experimental methods. In many cases, cost or size constraints limit testing of full-scale articles. Similitude allows observations made in the laboratory to be used to extrapolate the behavior to full-scale system by establishing relationships between the results obtained in a scaled experiment and those anticipated for the full-scale prototype. This paper describes the application of the Buckingham Pi theorem to develop a set of non-dimensional parameters that are appropriate for des
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Marinucci, Antonio. ACIP Pile Installation, Installation Monitoring, Full-scale Load Testing, and Extraction Program. Deep Foundations Institute, 2017. http://dx.doi.org/10.37308/cpf-2016-acip-1.

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The Augered Cast-In-Place (ACIP) Pile Committee of the Deep Foundations Institute (DFI) performed a foundation installation, monitoring, performance and extraction program for ACIP piles in the fall of 2016. The purpose of the project was to demonstrate a fully monitored installation of instrumented 18 in (457 mm) and 24 in (610 mm) diameter ACIP piles, including automated monitoring equipment (AME); post-installation thermal integrity profiling (TIP) measurements; compression, tension, and lateral load testing (including monitoring of strain gages embedded along the compression pile shaft); a
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Mahmoud, Hussam, Emad Hassan, and Guillermo Riveros. Experimental evaluation of steel beams with mechanical section reduction retrofitted with fiber polymers. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49188.

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Steel elements working in a harsh environment can be exposed to corrosion that degrades their performance and threatens the integrity of the whole structure. Recent studies propose using carbon (CFRP) and basalt (BFRP) fiber–reinforced polymers to repair corroded steel cross sections; however, most of these studies have not explored many of the structural characteristics, including ductility. In this study, we conduct a series of full-scale experimental tests to investigate the impact of corrosion, represented as mechanical section reduction, on steel beams as well as the impact of repairing t
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DeGeer. L52302 Using Strain-Based Design in Conjunction with API RP 1111. Pipeline Research Council International, Inc. (PRCI), 2009. http://dx.doi.org/10.55274/r0010371.

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The design section of API Recommended Practice 1111 for the Design, Construction, Operation and Maintenance of Offshore Hydrocarbon Pipelines is based on limit states concepts, cast in a simple and practical framework. Some strain-based criteria exist in the recommended practice (RP), but there are a number of load cases not explicitly addressed in the RP that could benefit from strain-based design methods. Given the advances in strain-based design methodology in recent years, there is a need to prepare a supplementary document describing how strain-based design approaches may be used in conne
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Pajo, Bianka, Peter J. Becker, Philippe L. Bourdeau, and Marika Santagata. Data Interpretation of Automated Plate Load Test (APLT) for Real-Time In Situ Determination of Unbound Layer Resilient Modulus. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317653.

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This project examined the results of an extensive program of (1) cyclic plate loading tests carried out at Purdue University’s S-BRITE site on two testing strips comprised of a coarse aggregate (Indiana #53) subbase layer compacted over either untreated or cement-stabilized subgrade, and (2) static loading tests conducted on #53 aggregate compacted in a 3.6-foot-deep testing pit. The testing program on the two strips included multistage resilient modulus (MR) tests and extended cyclic performance tests with random distributed loading (RDL) on both the subbase and the underlying subgrade. Two o
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Morales, Paola, Daniel Osorio-Rodíguez, Juan S. Lemus-Esquivel, and Miguel Sarmiento. The internationalization of domestic banks and the credit channel of monetary policy. Banco de la República, 2021. http://dx.doi.org/10.32468/be.1181.

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How does the expansion of domestic banks in international markets affect the bank lending channel of monetary policy? Using bank-firm loan-level data, we find that loan growth and loan rates from international banks respond less to monetary policy changes than domestic banks and that internationalization partially mitigates the risk-taking channel of monetary policy. Banks with a large international presence tend to tolerate more their credit risk exposition relative to domestic banks. Moreover, international banks tend to rely more on foreign funding when policy rates change, allowing them to
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Asvapathanagul, Pitiporn, Simone Galano, Andrea Calabrese, et al. Experimental Investigation of the Self-Healing Potential of Bacteria for Sustainable Concrete Structures. Mineta Transportation Institute, 2023. http://dx.doi.org/10.31979/mti.2023.2239.

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Although concrete is the most widely used building material in the world, its limited tensile strength makes cracking a common phenomenon in concrete elements. This study investigates the potential of autonomous self-healing as an eco-friendly and lowcost method to increase the durability of concrete. The crack-healing potential of different types of high-alkaline-tolerant bacteria or calcite-precipitation microorganisms is investigated. High-alkaline-tolerant bacteria and calcite-precipitation microorganisms were used to retrofit lab-fractured concrete samples. The samples healed with each of
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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