Relevant bibliographies by topics / Shear loading

Contents

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

Academic literature on the topic 'Shear loading'

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

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Journal articles on the topic "Shear loading"

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McCarron, W. O., J. C. Lawrence, R. J. Werner, J. T. Germaine, and D. F. Cauble. "Cyclic direct simple shear testing of a Beaufort Sea clay." Canadian Geotechnical Journal 32, no. 4 (1995): 584–600. http://dx.doi.org/10.1139/t95-061.

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Results are presented for undrained direct simple shear tests on a Beaufort Sea cohesive soil. Monotonic and one-way cyclic loading response characteristics are identified for a number of loading scenarios. The critical level of repeated loadings (CLRL) is determined for two overconsolidation ratios from tests having 30 000 cycles of loading. Postcyclic strength tests indicate that one-way cyclic loadings not causing failure have a strain-hardening effect on the material. High strain-rate testing is found to increase soil strength by as much as 40% compared with typical testing strain rates. K
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Chen, Qiong, Deshan Cui, Qingbing Liu, and Xianyu Tao. "Effect of Local Cyclic Loading on Direct Shear Strength Characteristics of Shear-Zone Soil." Applied Sciences 12, no. 24 (2022): 13024. http://dx.doi.org/10.3390/app122413024.

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The reservoir landslide in the Three Gorges Reservoir Area (TGRA) often suffers from local cyclic loading scenarios produced by surge waves, groundwater level fluctuation, traffic loading, and seismic activity. However, the effects of local cyclic loading on the shear resistance of the shear-zone of the reservoir landslide are poorly understood. This study experimentally investigates the effects of local cyclic loading on the shear strength and the deformation of shear-zone material using cyclic direct shear tests. A series of cyclic direct shear tests are performed with different normal stres
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Chen, W. R., and L. M. Keer. "Mixed-Mode Fatigue Crack Propagation of Penny-Shaped Cracks." Journal of Engineering Materials and Technology 115, no. 4 (1993): 365–72. http://dx.doi.org/10.1115/1.2904231.

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A three-dimensional penny-shaped crack under combined tensile and shear loadings is analyzed. The assumptions of Dugdale are applied to estimate the effects of plasticity around the edge of the crack. The solution for mode I tensile loading is well established within the context of the Dugdale assumptions, and for the case of shear loading, approximate results are derived for the yield ring width and crack sliding displacements, with the assumptions similar in form to the mode I case. By superposing the results of the tensile and shear loading, the solutions for a penny-shaped Dugdale crack un
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Somraj, Amornthep, Kazunori Fujikake, and Bing Li. "Study on Dynamic Shear Resistance of RC Beams." Applied Mechanics and Materials 566 (June 2014): 211–16. http://dx.doi.org/10.4028/www.scientific.net/amm.566.211.

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The aim of this study was to investigate the dynamic shear failure behavior of RC beams under rapid loading through an experimental study and also to set up a strut-and-tie model with loading rate effect to predict the dynamic shear resistance of RC beams. Thus, rapid loading test with 24 RC beams with a shear span-to-deep ratio of 1.9 was performed, in which shear reinforcement ratio and loading rate were variable. All of the RC beams exhibited shear compression failure. Although the shear resistance increases with increasing loading rate, the influence of loading rate on the shear resistance
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Zhai, Minglei, Haibo Bai, and Luyuan Wu. "Shear Slip Instability Behavior of Rock Fractures under Prepeak Tiered Cyclic Shear Loading." Advances in Civil Engineering 2020 (October 22, 2020): 1–12. http://dx.doi.org/10.1155/2020/8851890.

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In this paper, shear displacement properties of rock fractures were studied, and the energy evolution process was analyzed before sliding instability under complex shear loading paths. The artificial prefabrication method was used to simulate the natural rock fractures, which are difficult to obtain in the natural environment. The prepeak tiered cyclic loading tests under constant normal loading were performed on six rock specimens with fractures by rock direct shear apparatus (RDS-200). To obtain the stress difference of adjacent cycles, the direct shear test was conducted on the other six ro
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Li, Qing Fen, Li Zhu, Friedrich G. Buchholz, and Sheng Yuan Yan. "Computational Analysis of the AFM Specimen on Mixed-Mode II and III Fracture." Key Engineering Materials 452-453 (November 2010): 173–76. http://dx.doi.org/10.4028/www.scientific.net/kem.452-453.173.

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Some results of 3D finite element analyses of the all fracture modes (AFM) specimen on mixed-mode II and III fracture are presented in this paper. The computational fracture analysis is based on the calculation of separated strain energy release rates (SERRs) along the crack front by the modified virtual crack closure integral (MVCCI)-method and the commercially available FE-code ANSYS. Calculation results show that under pure in-plane shear loading (mode II), not only the mode II, but also the mode III loading conditions, are generated owing to the Poission’s ratio effects. Similarly, under p
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Kang, Moon Ki. "Shear Resistance of CIP Anchors under Dynamic Loading: Unreinforced Anchor." Journal of Korean Society of Steel Construction 26, no. 1 (2014): 11. http://dx.doi.org/10.7781/kjoss.2014.26.1.011.

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Kang, Moon Ki. "Shear Resistance of CIP Anchors under Dynamic Loading: Reinforced Anchor." Journal of Korean Society of Steel Construction 26, no. 1 (2014): 21. http://dx.doi.org/10.7781/kjoss.2014.26.1.021.

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Fukuda, Takashi, Shotaro Sanuki, Masaki Miyakawa, and Kazunori Fujikake. "Influence of Loading Rate on Shear Failure Resistance of RC Beams." Applied Mechanics and Materials 82 (July 2011): 229–34. http://dx.doi.org/10.4028/www.scientific.net/amm.82.229.

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The aim of this study was to investigate the dynamic shear failure behavior of RC beams under rapid loading through an experimental study. Thus, rapid loading test for 48 RC beams was performed, in which shear span-to-depth ratio, shear reinforcement ratio and loading rate were variable. The RC beams exhibited diagonal tension failure, shear compression failure and flexural failure depending mainly on the shear span-to-depth ratio and the shear reinforcement ratio. The influence of loading rate on the maximum resistance is more significant for the RC beams failed in shear than for those failed
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Fabrikant, V. I. "Flat crack under shear loading." Acta Mechanica 78, no. 1-2 (1989): 1–31. http://dx.doi.org/10.1007/bf01173996.

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Dissertations / Theses on the topic "Shear loading"

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Park, Jin Young. "Pultruded composite materials under shear loading." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/32865.

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Suh, Jong Beom. "STRESS ANALYSIS OF RUBBER BLOCKS UNDER VERTICAL LOADING AND SHEAR LOADING." University of Akron / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1185822927.

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Corte, Marina Bellaver. "Desenvolvimento de equipamento para ensaios Simple Shear." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/139358.

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Em virtude da presença cada vez mais frequente de solicitações cíclicas nas estruturas de engenharia e do aprimoramento da análise de projetos, os ensaios em solos sob carregamentos cíclicos tiveram seu interesse renovado nos últimos anos. Os ensaios de laboratório são realizados de forma que simulem, da melhor maneira possível, as condições observadas em campo. Tais condições auxiliam na escolha dos ensaios a serem conduzidos para a determinação de parâmetros geotécnicos relevantes a cada situação observada em campo. Dentre os ensaios empregados na Engenharia Geotécnica, destaca-se o simple s
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Soysa, Achala Nishan. "Monotonic and cyclic shear loading response of natural silts." Thesis, University of British Columbia, 2015. http://hdl.handle.net/2429/52356.

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An experimental research program comprising constant-volume direct simple shear (DSS) tests was conducted to study the monotonic, cyclic shear and post cyclic consolidation response of natural silts. Relatively undisturbed samples of silt which were obtained from three different locations in the Lower Mainland area of British Columbia were used for this purpose. Plasticity indices of the natural silt samples which were considered for the study were 5, 7, and 34. Monotonic shear response of the natural silt was studied with the constant volume DSS test results that were conducted with different
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Sanin, Maria Victoria. "Cyclic shear loading response of Fraser River delta silt." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/30064.

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The cyclic shear response of low-plastic Fraser River silt was investigated using constant-volume direct simple shear testing. Silt specimens, initially consolidated to stress levels at or above the preconsolidation stress, displayed cyclic mobility type strain development during cyclic loading. Liquefaction in the form of strain softening accompanied by loss of shear strength did not manifest regardless of the applied cyclic stress ratio (CSR), or the level of induced excess pore water pressure (Δu). Cyclic mobility type stress-strain behaviour was observed in spite of the initial static sh
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Kaufmann, Alan. "Biomechanical Comparison of Meniscal Repair Systems in Shear Loading." Master's thesis, Temple University Libraries, 2013. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/216549.

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Bioengineering<br>M.S.<br>A meniscal tear is an injury that often occurs as a result of a varus or valgus rotation of the femur on the tibia coupled with axial rotation while the knee is partially flexed, thus creating preferential loading of the posterior horn and shear forces on the meniscus. Such injuries can be repaired surgically, either with standard suturing techniques or with commercially available all-inside meniscal repair devices, which are designed to make the repair surgery faster, easier, and potentially safer. Many prior biomechanical studies have loaded an excised, repaired men
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Vaughan, Timothy Phillips. "Evaluation of masonry wall performance under cyclic loading." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Spring2010/t_vaughan_042310.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on July 14, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 72-73).
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Haider, Waheed, and haiderw@connellhatch com. "INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS." Central Queensland University. Centre for Railway Engineering, 2007. http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337.

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Wide spaced reinforced masonry (WSRM) walls that contain vertical reinforced cores at horizontal spacing up to 2000mm are commonly used in high wind zones of Australia although their inplane shear resistance is not well understood. This thesis aims at providing better insight into the behaviour of WSRM walls subjected to inplane lateral loading through experimental and numerical investigations. The interactions between the unreinforced masonry (URM) panels and vertical reinforced cores are first determined using an elastic finite element analysis and the potential failure paths hypothesized.
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Palermo, Daniel. "Testing of a 3-D shear wall under cyclic loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0010/MQ34122.pdf.

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Harrison, Trevor. "Bearing strength of single shear CFRP joints under combined loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0006/MQ43342.pdf.

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Books on the topic "Shear loading"

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Erdogan, F. Crack problems for bonded nonhomogeneous materials under antiplane shear loading. National Aeronautics and Space Administration, Langley Research Center, 1985.

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Palermo, Daniel. Testing of 3-D shear wall under cyclic loading. National Library of Canada, 1998.

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Kaushik, Iyer, and Rubin Carol A, eds. Structural shear joints: Analyses, properties and design for repeat loading. ASME Press, 2005.

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Monteleone, Vince. Headed shear reinforcement in shell elements under reversed cyclic loading. National Library of Canada, 1993.

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Gutkowski, Richard M. Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members. Mountain-Plains Consortium, 2007.

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1967-, Matamoros Adolfo B., and Elwood Kenneth, eds. Deformation capacity and shear strength of reinforced concrete members under cyclic loading: Held October 24-28, 2004, San Francisco, California. American Concrete Institute, 2006.

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Satdarova, Faina. DIFFRACTION ANALYSIS OF DEFORMED METALS: Theory, Methods, Programs. Academus Publishing, 2019. http://dx.doi.org/10.31519/monography_1598.

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General analysis of the distribution of crystals orientation and dislocation density in the polycrystalline system is presented. &#x0D; Recovered information in diffraction of X-rays adopting is new to structure states of polycrystal. Shear phase transformations in metals — at the macroscopic and microscopic levels — become a clear process. &#x0D; Visualizing the advances is produced by program included in package delivered. Mathematical models developing, experimental design, optimal statistical estimation, simulation the system under study and evolution process on loading serves as instrumen
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Board, United States National Transportation Safety. Aircraft accident report: China Airlines Boeing 747-SP, N4522V, 300 nautical miles northwest of San Francisco, California, February 19, 1985. The Board, 1986.

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Board, United States National Transportation Safety. Aircraft accident report: Ground spoiler activation in flight/hard landing, ValuJet Airlines Flight 558, Douglas DC9-32, N922VV, Nashville, Tennessee, January 7, 1996. National Transportation Safety Board, 1996.

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Board, United States National Transportation Safety. Aircraft accident report: Zantop International Airlines, Inc., Lockheed L-188A Electra, Chalkhill, Pennsylvania, May 30, 1984. The Board, 1985.

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Book chapters on the topic "Shear loading"

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Loi, Doan Huy, S. H. S. Jayakody, and Kyoji Sassa. "Teaching Tool “Undrained Dynamic Loading Ring Shear Testing with Video”." In Progress in Landslide Research and Technology, Volume 1 Issue 2, 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-18471-0_25.

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AbstractUndrained dynamic-loading ring-shear apparatus (UDRA) is most appropriate to study landslide dynamics by simulating the entire process from the initial stage of stress before landslide occurrence and stress changes due to static, dynamic loading or pore pressure changes or other types of stress loading to the formation of a sliding surface and the steady-state shear resistance. This paper describes the mechanical structure of the apparatus of UDRA and provides a manual for readers to begin using the UDRA. Specific steps for testing procedures with video tutorials and data analysis are
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Guo, Wei Dong. "Embankment piles and shear tests." In Advanced Design of Pile Foundations Under Lateral Loading. CRC Press, 2023. http://dx.doi.org/10.1201/9781003315230-5.

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Zhang, Luyang, Jitao Yao, and Yuting Tong. "Seismic Behavior of Steel-Polypropylene Hybrid Fiber Reinforced Concrete Shear Wall." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_39.

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AbstractThis study investigated the loading mechanism of SPFRC shear walls by conducting low-cycle repeated loading tests on two steel-polypropylene hybrid fiber reinforced concrete (SPFRC) shear walls and one reinforced concrete (RC) shear wall. Furthermore, this study analyzed the impact of fiber content and axial compression ratio on the failure mode, shear carrying capacity, ductility, and energy dissipation capacity of the shear walls. The test results show that hybrid fibers effectively restrain the development of cracks in shear walls, and improve the shear carrying capacity, deformatio
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Shama, Mohamed. "Shear Loading and Stresses in Bulk Carriers." In Torsion and Shear Stresses in Ships. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-14633-6_11.

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Reed, R., T. Bauer-McDaniel, P. Fabian, et al. "Shear Strength of Irradiated Insulation under Combined Shear/Compression Loading." In Advances in Cryogenic Engineering Materials. Springer US, 1996. http://dx.doi.org/10.1007/978-1-4757-9059-7_12.

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Huo, Ning fei, Jiamu Zhang, Wei Yin, Jun Cheng, and Peishuo Liu. "Shear Strength Check of the Stud in Lightweight Composite Bridge Deck Accounting for Overloaded Vehicles." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_22.

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AbstractThis paper evaluates the shear strength of the steel stud connectors in the steel-UHPC lightweight composite bridge deck composed of the orthotropic steel deck with closed U-ribs. The interlaminar shear stress between the UHPC pavement and the steel plate of orthotropic steel deck in the new steel-UHPC lightweight composite bridge deck is computed using the finite element method, in which the influence of wheel loading conditions and overloaded vehicles are studied. Results show that the largest interlaminar transverse shear stress between UHPC pavement and steel plate is induced by th
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Pérez Gallego, D., J. Ruiz Hervías, and D. A. Cendón Franco. "Shear Residual Stresses Induced by Torsional Loading." In Structural Integrity. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47883-4_30.

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Liu, Yongjian, Lan Luo, You Zhang, Mingyang Lai, and Yangpan Fu. "Triaxial Experimental Study on Strength Characteristics of Saturated Soft Soil Under Different Shear Strain Rates." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_14.

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AbstractThe China Nansha District of Guangzhou City is located at the geographical center of the Pearl River estuary and the Greater Bay Area of Guangdong, Hong Kong, and Macau, is characterized by widely distributed saturated soft soil layers with poor engineering properties. Although many scholars have explored the influence of loading rate on the mechanical properties of soft soil, research on the variation of undrained shear strength of saturated soft soil under different shear strain rates is still limited. This article conducts an in-depth analysis of the mechanical behavior of saturated
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Kildashti, Kamyar, and Bijan Samali. "Experimental and Numerical Studies on the In-Plane Shear Behavior of PVC-Encased Concrete Walls." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_43.

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AbstractThe effective application of lightweight stay-in-place concrete forms for casting shear walls subjected to wind and seismic loading is of particular concern to practitioners. Insufficient technical data available for new kinds of wall systems, such as Polyvinyl Chloride (PVC) form walls, hinder their implementation in construction practice. To that end, an effective experimental and numerical campaign was launched at Western Sydney University to investigate the structural performance of PVC form walls when subjected to in-plane shear loading. A set of push-out specimens was designated
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Sireesha, Ghanta Naga, and Prishati Raychowdhury. "Dynamic Characterization of Indian Pond Ash Through Cyclic Simple Shear Tests." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_43.

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AbstractIndia depends heavily on coal-based thermal power plants for its energy requirements, with as much as 75% of all installed power production capacity sourced from coal-based plants. Although the country is gradually moving towards non-conventional and renewable energy sources, still the dependency on coal-based energy is significant to date. Some recent studies have indicated that by 2030, the country will be in need of more than 1340 MT coal for power generation annually. The average ash production is 33% of coal consumed, which in turn implies that nearly 437 MT of annual ash producti
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Conference papers on the topic "Shear loading"

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"SHEAR RESISTANCE OF CONCRETE MEMBERS WITHOUT SHEAR REINFORCEMENT UNDER SUSTAINED LOADING." In SP-328: Shear in Structural Concrete. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711158.

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Yang, Fuqian, Caifu Qian, and James C. Li. "Subsurface cracks under tensile and shear loading." In SPIE's 1995 International Symposium on Optical Science, Engineering, and Instrumentation, edited by Victor J. Doherty and H. Philip Stahl. SPIE, 1995. http://dx.doi.org/10.1117/12.218432.

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"New Insights into Punching Shear under Impact Loading." In "SP-357: Punching Shear of Concrete Slabs: Insights from New Materials, Tests, and Analysis Methods". American Concrete Institute, 2023. http://dx.doi.org/10.14359/51738760.

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Wang, Long, Tianhui Ma, and Wendong Zhang. "Numerical Analysis on Orebodies Failure under Shear Loading." In 2014 International Conference on Mechatronics, Electronic, Industrial and Control Engineering. Atlantis Press, 2014. http://dx.doi.org/10.2991/meic-14.2014.58.

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Coker, Demir, Alan Needleman, George Lykotrafitis, and Ares J. Rosakis. "Simulation of Frictional Sliding Under Impact Shear Loading." In ASME/STLE 2004 International Joint Tribology Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/trib2004-64355.

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Results from recent and ongoing investigations of frictional sliding under dynamic loading conditions are discussed. The configuration analyzed consists of two identical elastic plates with an interface characterized by a rate- and state-dependent frictional law. The calculations are carried out within a framework where two constitutive relations are used: a volumetric constitutive relation between stress and strain and a surface constitutive relation that characterizes the frictional behavior of the interface. The simulations discussed predict a variety of sliding modes including a crack-like
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Reaugh, John E., and Bradley W. White. "Effect of combined pressure-shear loading on explosives." In SHOCK COMPRESSION OF CONDENSED MATTER - 2022: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP Publishing, 2023. http://dx.doi.org/10.1063/12.0020512.

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Lü´, Weirong, Meng Wang, Xijun Liu, and Chuxian Shi. "Shear Strength of Concrete Hollow Block Masonry under Combined Shear and Compression Loading." In 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)288.

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Matsui, Tomoya, and Hiroshi Kuramoto. "Static Loading Test of Precast CES Shear Walls with Different Shear Span Ratios." In International Conference on Composite Construction in Steel and Concrete 2013. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.037.

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"Shear-Flexure Interaction for Structural Walls." In SP-236: Deformation Capacity and Shear Strength of Reinforced Concrete Members Under Cyclic Loading. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18215.

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Zhao, Peng-duo, Fang-yun Lu, Yu-liang Lin, Rong Chen, Jun-ling Li, and Gui-lin Sun. "Combined compression-shear loading at high strain rates: the split Hopkinson pressure shear bar." In International Conference on Experimental Mechnics 2008 and Seventh Asian Conference on Experimental Mechanics, edited by Xiaoyuan He, Huimin Xie, and YiLan Kang. SPIE, 2008. http://dx.doi.org/10.1117/12.839366.

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Reports on the topic "Shear loading"

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Sobolik, Steven R., and Benjamin Reedlunn. Shear Behavior of Bedded Salt Interfaces under Direct Shear Loading. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1569654.

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Demaske, Brian. Mesoscale simulations of pressure-shear loading of granular tungsten carbide. Office of Scientific and Technical Information (OSTI), 2022. http://dx.doi.org/10.2172/2002918.

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Buban, James. The influence of surface reinforcement on concrete failure under shear loading. Iowa State University, 2019. http://dx.doi.org/10.31274/cc-20240624-1457.

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Johnson, Mark K., and H. S. Lew. Experimental study of post-installed anchors under combined shear and tension loading. National Institute of Standards and Technology, 1990. http://dx.doi.org/10.6028/nist.ir.90-4274.

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Arduino, Pedro, Long Chen, and Christopher McGann. Estimation of Shear Demands on Rock Socketed Drilled Shafts subjected to Lateral Loading. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2018. http://dx.doi.org/10.55461/nsos1322.

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This report presents results of an evaluation study on the applicability of current design procedures (based on p-y curves) to the analysis of large-diameter shafts socketed in rock, and the identification of enhanced moment transfer mechanisms not considered in current design methodologies. For this purpose simplified models, and possible three-dimensional (3D) finite-element method (FEM) models are studied to shed some light on the response of drilled shafts socketed in rock. A parametric study using p-y and considering a wide range of rock properties and rock-socket depths, different criter
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Girrens, S. P., and C. R. Farrar. Experimental assessment of air permeability in a concrete shear wall subjected to simulated seismic loading. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/5528280.

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Gunnarsson, Carey, Stephen Alexander, and Tunsit Weerasooriya. Rate-Dependent Shear Response during Off-axis Loading of Fiber and Film-based UHMWPE Composites. DEVCOM Army Research Laboratory, 2023. http://dx.doi.org/10.21236/ad1213062.

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Unknown, Author. L51672 Weight Coating Design for Submarine PL On-Bottom Stability. Pipeline Research Council International, Inc. (PRCI), 1992. http://dx.doi.org/10.55274/r0010538.

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There were two main objectives of this research. The first objective was to verify SINTEFs' pipe/soil interaction model test results, on which the A.G.A. Level 2 and 3 soil models are based. The second objective was to quantify the amount of conservatives built into the model equations for stiffer clay soils (above 30 psf shear strength). The original testing (at SINTEF) was done in soft clay soils (30 psf), and extrapolations to stiffer soils were done very conservatively, because data was not available. To accomplish these two objectives, pipe-soil interaction model tests were conducted at T
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Renshaw, Greg, Imad Al-Qadi, and Erwin Kohler. Enhanced Capabilities of the Illinois Accelerated Pavement Tester. Illinois Center for Transportation, 2024. http://dx.doi.org/10.36501/0197-9191/24-020.

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After being in service for nearly 20 years, the Illinois Accelerated Pavement Tester (I-APT) was upgraded to provide enhanced capabilities for accelerated pavement testing. In addition to a new control system, the improvement included a newly designed load carriage, which allows for testing with a tandem half-axle, axle yaw, and shear loading (breaking and accelerating). The new I-APT design could be fitted with various tire configurations (e.g., single, dual, wide-base, and aircraft). In addition, a tandem axle can be used that has the ability to vary axle spacing between 37 and 68 in. and wa
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Kochkin, Vladimir, Andrew DeRenzis, and Xiping Wang. Evaluation of Extended Wall OSB Sheathing Connection under Combined Uplift and Shear Loading for 24-inch Heel Trusses. U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2014. http://dx.doi.org/10.2737/fpl-gtr-233.

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