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: 4 February 2022

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Journal articles on the topic "Shear loading"

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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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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 (August 1, 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. Key words : strength, cyclic testing, clay, simple shear, strain rate.
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Fabrikant, V. I. "Flat crack under shear loading." Acta Mechanica 78, no. 1-2 (June 1989): 1–31. http://dx.doi.org/10.1007/bf01173996.

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Meyer, L. W., E. Staskewitsch, and A. Burblies. "Adiabatic shear failure under biaxial dynamic compression/ shear loading." Mechanics of Materials 17, no. 2-3 (March 1994): 203–14. http://dx.doi.org/10.1016/0167-6636(94)90060-4.

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Kim, J. M., S. W. Son, T. G. Ryu, and G. M. Soriano. "Effects of cyclic shear stress and average shear stress on the cyclic loading failure of marine silty sand." Lowland Technology International 17, no. 1 (2015): 19–26. http://dx.doi.org/10.14247/lti.17.1_19.

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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 rock specimens with fractures before the prepeak tiered cyclic shear loading test. The variation trend of residual shear displacement (RSD) and the similarity of loading and unloading curves before slip instability were obtained by analyses of prepeak tiered cyclic shear loading test data. Energy evolution laws of rock fractures were analyzed with the consideration of the hysteresis characteristics, according to the hysteresis effect of shear displacement behind shear stress. This paper provides guidance for the study on shear instability of rock fractures under complex loading paths.
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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 (October 1, 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 under mixed mode static loading and modified for the analysis of fatigue crack growth. Based on the mixed mode Dugdale model and the accumulated plastic displacement criterion for crack growth, a fatigue crack growth equation with four-power effective stress intensity factor dependence is developed for a penny-shaped crack under conditions of mixed mode loading and small-scale yielding.
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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 clearly depends on shear reinforcement ratio. The strut-and-tie model with loading rate effect was finally developed, in which the thickness of the compression strut was formulated to be increased with an increase in loading rate. The developed strut-and-tie model was good agreement with the experimental results.
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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 pure out-of-plane shear loading (mode III), besides the mode III, the mode II loading conditions are induced due to the global deformation. Nevertheless, once in-plane and out-of-plane shear loadings are superimposed, the fracture behavior appears more complex. Further discussion is given associate with some previous study.
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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 shear. Este ensaio é conhecido e utilizado para medir a resistência ao cisalhamento e a rigidez de solos. Este é o único ensaio de laboratório capaz de submeter uma amostra a condições de deformação plana sob volume constante e permitir a rotação das tensões principais. Tais condições são frequentemente representativas em diversas situações em campo como, por exemplo, o modo de cisalhamento adjacente ao fuste de uma estaca ou sob plataformas offshore com base gravitacional. Nesse contexto, um equipamento foi desenvolvido para a realização de ensaios do tipo simple shear. O aparato conta com uma câmara, na qual é aplicada pressão à amostra de solo. Diferenciando-se do equipamento comercial para tais ensaios, que emprega uma membrana com anéis metálicos, a amostra de solo neste equipamento é envolta por uma membrana de látex, o que possibilita a consolidação de forma isotrópica ou anisotrópica. Quanto ao carregamento, o equipamento desenvolvido permite que o carregamento seja realizado de forma monotônica ou clíclica. Quando do carregamento cíclico, este pode ainda ser realizado de forma a se manter a tensão controlada ou a deformação. Foram conduzidos ensaios de calibração e validação do equipamento empregando-se uma areia fina de granulometria uniforme cujas propriedades são amplamente conhecidas através de outros ensaios. Os resultados obtidos foram então comparados com estudos no mesmo material em equipamentos triaxiais, cisalhamento direto e outro simple shear. Os resultados mostraram-se satisfatórios, validando o equipamento desenvolvido.
In view of the ever more frequent presence of the cyclic solicitations on Engineering structures and the enhancement of design analysis, the soil testing under cyclic loading conditions had its interest renewed in the last years. The laboratory tests are conduced in a way that simulates, in the best way possible, the observed field conditions. Said conditions aid on the choice of the tests to be conducted in order to determinate the relevant geomechanics parameters.to each situation observed on the field. Among the employed tests in Geotechnical Engineering, it is highlighted the simple shear. This test is known and used to measure the shear strength and soil righty. This is the only laboratory test capable of submitting the sample to plane strain conditions under constant volume and allows the main stress rotations. Said conditions are frequently representative in many field situations, such as, the adjacent shear mechanism to the shaft of a pile or, under offshore platforms with gravitational base. In this context, a equipment was developed to perform simple shear tests. The apparatus has a chamber, in which it is applied confining pressure to the soil sample. Contrasting from the commercial equipment for said tests, that uses a membrane with metallic rings, in this equipment the soil sample is involved by a latex membrane, allowing the consolidation being carried out isotropically or anisotropically. The loading on this equipment can be conduced on monotonic or cyclic conditions. The cyclic loading can even be conduced by controlling the deformation or the stress. Calibration and validation testes where conduced on the equipment using a fine sand of uniform granulometry which properties are largely known through other tests. The obtained results where then compared to other tests carried out on the same material in triaxial tests, direct shear and other simple shear, The results obtained were considered satisfactory, validating the developed equipment.
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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 shear stress bias. The potential for excess pore water pressure generation and associated shear strain development during cyclic loading was observed to increase with increasing level of initial static shear. Tests on specimens of undisturbed field samples and specimens reconstituted using the same silt material showed that undisturbed silt, despite having a looser density under identical consolidation stress conditions, exhibited more dilative response and larger shear resistance compared to those displayed by reconstituted specimens. In addition to consolidation stress conditions and resulting void ratios, it appears that other naturally inherited parameters such as soil fabric and aging effects would influence the shear response of natural silt. Studies were also conducted to examine the post-cyclic reconsolidation response of low-plastic silt using specimens of undisturbed and reconstituted Fraser River silt and reconstituted quartz powder initially subjected to constant volume cyclic loading at different CSR values and then reconsolidated to their initial effective stresses. The volumetric strains during post-cyclic reconsolidation (εv-ps) were noted to increase with the maximum Δu and maximum cyclic shear strain experienced during cyclic loading. The values of εv-ps and maximum excess cyclic pore water pressure ratio (ru max) were observed to form a coherent relationship regardless of overconsolidation effects, particle fabric, and initial void ratio of the soil. The specimens with high ru-max suffered significantly higher post-cyclic reconsolidation strains. The observed εv-ps versus ru-max relationship, when combined with the observed dependence of ru on CSR and number of load cycles, seems to provide a reasonable approach to estimate post-cyclic reconsolidation strains of low-plastic silt.
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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
M.S.
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 meniscus in tension and found that the repaired meniscus performs similarly to an uninjured sample. However, it is more appropriate to apply shear forces to the tissue in order to simulate the mechanism of injury. To date, three prior studies have investigated the biomechanical properties of meniscal repairs in shear, all of which used isolated meniscal tissue samples. The present study used an in situ bovine model to investigate the strength of commercially available meniscal repair systems under a shear loading regime. Medial menisci were torn and subsequently repaired using one of three techniques: standard inside-out vertical mattress sutures, Depuy Mitek Omnispan, or Smith & Nephew Fast-Fix. A control group was left unrepaired. Samples were subjected to a battery of cyclic side loading to create shear forces within the knee. Statistical analysis (ANOVA) demonstrated no significant difference in the stiffness, shear force, or subsidence between groups. The conclusion that the repair techniques perform similarly is consistent with tensile and in situ testing. Pathological observations showed no significant differences between repair devices, but all repaired samples demonstrated less wear than unrepaired samples, indicating that the experimental model is an effective method for creating wear within the knee. This result indicates that the flexible all-inside devices are mechanically comparable to the more commonly performed conventional suturing techniques. It is concluded that the mechanical performance may not be the best indicator of success of the surgical repair, as long as the device is able to anatomically reduce the tear.
Temple University--Theses
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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 vertical effective stresses and different overconsolidation ratios (OCRs). Stress-strain response of normally consolidated silt at different consolidation stresses were found to be stress-history-normalizable where as higher OCR and higher plasticity resulted greater shear strength. Normally consolidated silt specimen, despite of their difference plasticity, exhibit gradual strain accumulation without abrupt loss of shear stiffness during cyclic loading with different cyclic stress ratios (CSRs) at different consolidation stress levels. The potential and rate of strain accumulation and development of excess pore-water pressure (Δu) were noted to be increased with higher CSRs at all tested consolidation stress levels. The cyclic shear resistances of silt, derived from cyclic direct simple shear (CDSS) tests, were not sensitive to the tested range of different consolidation stress levels, whereas higher plasticity resulted greater cyclic shear resistance. Relative undisturbed specimens exhibit comparatively higher cyclic shear resistance than the reconstituted specimens despite of comparatively denser particle arrangement in reconstituted specimens. However, during the constant-volume monotonic DSS tests, relative undisturbed specimens exhibit comparatively lesser shear resistance than the reconstituted specimens implying that soil fabric / microstructure plays a significant role in governing the shear loading response of silt. The examination of consolidation responses of silt specimens that were initially normally consolidated and subjected to constant-volume CDSS loading revealed that the post cyclic consolidation volumetric strain increases with the maximum cyclic pore-water pressure ratio developed during constant volume CDSS loading for all tested silt specimens with different plasticity.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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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.
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. The hypotheses are then validated using a series of full-scale WSRM and Non-WSRM wall tests under monotonic and cyclic lateral loading by keeping the spacing between the vertical reinforced cores as the main design variable. Load-displacement response of these shear walls indicates that the current classification of the WSRM in AS3700 (2001) as those walls containing vertical reinforced grouted cores at 2000mm maximum spacing is appropriate. A finite element model (FEM) based on an explicit solution algorithm is developed for predicting the response of the masonry shear walls tested under static loading. The FEM has adopted macroscopic masonry failure criteria and flow rules, damaged plasticity model for grout and tension-only model for reinforcing bars reported in the literature, and predicted crack opening and post-peak load behaviour of the shear walls. By minimising the kinetic energy using appropriate time scaling, the FEM has provided reasonable and efficient prediction of load flow, crack patterns and load–displacement curves of the shear walls. The FEM is further validated using full-scale tests on WSRM walls of aspect ratios and pre-compression different to that tested before. The validated FEM is used to examine the appropriateness of the prescriptive design details for WSRM concrete masonry shear walls provided in AS3700 (2001) allowing for a large scatter in material properties. It is shown that the inplane shear capacity formula provided in AS3700 (2001) for squat WSRM shear walls is non-conservative.
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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. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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Palermo, Daniel. Testing of 3-D shear wall under cyclic loading. Ottawa: 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. New York: ASME Press, 2005.

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

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Plain and fiber reinforced concrete beams under shear loading: Structural behavior and design aspects. Brescia, Italy: Starrylink Editrice, 2005.

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

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Satdarova, Faina. DIFFRACTION ANALYSIS OF DEFORMED METALS: Theory, Methods, Programs. xxu: 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. 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. 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 instrumentation. To reduce advanced methods to research and studies problem-oriented software will promote when installed. Automation programs passed a testing in the National University of Science and Technology “MISIS” (The Russian Federation, Moscow). You score an advantage in theoretical and experimental research in the field of physics of metals.
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United States. National Transportation Safety Board. Aircraft accident report: Piedmont Airlines flight 467, Boeing 737-222, N752N, Charlottte Douglas International Airport, Charlotte, North Carolina, October 26, 1986. Washington, D.C: The Board, 1987.

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United States. National Transportation Safety Board. Aircraft accident report: Galaxy Airlines, Inc., Lockheed Electra-L-188C, N5532, Reno, Nevada, January 21, 1985. Washington, D.C: The Board, 1986.

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United States. National Transportation Safety Board. Aircraft accident report: Air Canada flight 797, McDonnell Douglas DC-9-32, C-FTLU, Greater Cincinnati International Airport, Covington, Kentucky, June 2, 1983. Washington, D.C: The Board, 1986.

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Book chapters on the topic "Shear loading"

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Shama, Mohamed. "Shear Loading and Stresses in Bulk Carriers." In Torsion and Shear Stresses in Ships, 187–210. Berlin, Heidelberg: 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, C. Hazelton, N. Munshi, H. Gerstenberg, and H. Katheder. "Shear Strength of Irradiated Insulation under Combined Shear/Compression Loading." In Advances in Cryogenic Engineering Materials, 81–88. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4757-9059-7_12.

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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, 166–67. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47883-4_30.

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Nie, X., and W. Chen. "Dynamic Failure of a Borosilicate Glass Under Compression/Shear Loading." In Advances in Ceramic Armor III, 103–11. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2009. http://dx.doi.org/10.1002/9780470339695.ch8.

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Noreyan, Alice, and Vesselin Stoilov. "Atomistic Simulations of the Aluminum-Silicon Interfaces under Shear Loading." In Solid State Phenomena, 1–10. Stafa: Trans Tech Publications Ltd., 2008. http://dx.doi.org/10.4028/3-908451-56-6.1.

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Noor, Mohd Jamaludin. "Modelling inundation settlement and loading collapse settlement using RMYSF." In Soil Settlement and the Concept of Effective Stress and Shear Strength Interaction, 162–96. First edition. | Boca Raton : CRC Press, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9781003121503-5.

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Wang, Shuying. "Effect of Cyclic Loading Magnitude on Shear Behavior of Low-plasticity Silt." In Monotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt, 123–45. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-7083-9_7.

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El-Mamlouk, H. H., A. K. Hussein, and A. M. Hassan. "Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading." In Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, 615–24. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_42.

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Whiteman, G., and J. C. F. Millett. "Shear Stress Measurements in Stainless Steel 2169 Under 1D Shock Loading." In Dynamic Behavior of Materials, Volume 1, 333–38. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-8228-5_49.

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Ghanem, Hassan, Safwan Chahal, Wafik Ajam, and Adel Kurdi. "Post Buckling Behavior of Steel Plate Girder Panels Under Shear Loading." In Recent Research in Sustainable Structures, 147–59. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34216-6_10.

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Conference papers on the topic "Shear loading"

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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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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 mode and several pulse-like modes as well as circumstances where the sliding tip speed can exceed the longitudinal wave speed.
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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. Paris, France: Atlantis Press, 2014. http://dx.doi.org/10.2991/meic-14.2014.58.

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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. Reston, VA: 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. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.037.

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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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Yao, G. W., Z. F. Liu, Mark Elert, Michael D. Furnish, Ricky Chau, Neil Holmes, and Jeffrey Nguyen. "EXPERIMENTAL STUDY ON SHEAR RESPONSE OF 92.93 WT% ALUMINA UNDER COMBINED PRESSURE-SHEAR LOADING." In SHOCK COMPRESSION OF CONDENSED MATTER - 2007: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP, 2008. http://dx.doi.org/10.1063/1.2833226.

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Chen, Ju, Ao-Yu Jiang, and Wei-Liang Jin. "Behaviour of Corroded Stud Shear Connectors under Fatigue Loading." In International Conference on the Durability of Concrete Structures. Purdue University Press, 2016. http://dx.doi.org/10.5703/1288284316121.

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Li, Awei, Dongsheng Sun, Hongcai Wang, and Erwei Qiao. "Seismic velocity and shear-wave splitting under cyclic loading." In 2011 International Conference on Electronics, Communications and Control (ICECC). IEEE, 2011. http://dx.doi.org/10.1109/icecc.2011.6068054.

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Sokovikov, M., V. Chudinov, V. Oborin, S. Uvarov, and O. Naimark. "Investigation of localized plastic shear mechanisms under dynamic loading." In MECHANICS, RESOURCE AND DIAGNOSTICS OF MATERIALS AND STRUCTURES (MRDMS-2018): Proceedings of the 12th International Conference on Mechanics, Resource and Diagnostics of Materials and Structures. Author(s), 2018. http://dx.doi.org/10.1063/1.5084429.

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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), October 2019. http://dx.doi.org/10.2172/1569654.

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

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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), July 1991. http://dx.doi.org/10.2172/5528280.

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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. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2014. http://dx.doi.org/10.2737/fpl-gtr-233.

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Gama, Bazle A., Jia-Run Xiao, Md J. Haque, Chian-Fong Yen, and John W. Gillespie Jr. Experimental and Numerical Investigations on Damage and Delamination in Thick Plain Weave S-2 Glass Composites Under Quasi-Static Punch Shear Loading. Fort Belvoir, VA: Defense Technical Information Center, February 2004. http://dx.doi.org/10.21236/ada421310.

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Lovell, Alexis, Garrett Hoch, Christopher Donnelly, Jordan Hodge, Robert Haehnel, and Emily Asenath-Smith. Shear and tensile delamination of ice from surfaces : The Ice Adhesion Peel Test (IAPT). Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41781.

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For decades, researchers have sought to understand the adhesion of ice to surfaces so that low-cost ice mitigation strategies can be developed. Presently, the field of ice adhesion is still without formal standards for performing ice adhesion tests. The U.S. Army Corps Engineers’ Research and Development Center’s Cold Regions Research and Engineering Laboratory (ERDC-CRREL) has a longstanding history as an independent third party for ice adhesion testing services. Most notably, CRREL’s Zero-Degree Cone Test (ZDCT) has been an industry favorite for more than 30 years. Despite its wide acceptance, the ZDCT contains some shortcomings, namely that freshwater ice is formed on the surface of interest within the confines of an annular gap. To address this limitation, CRREL developed and uses the Ice Adhesion Peel Test (IAPT) for testing ice adhesion. This test employs an open planar substrate from which the ice can be removed under either tensile or shear loading, thereby allowing ice to be grown directly on the target substrate without the use of molds. The IAPT configuration is therefore amenable to different ice types and geometries and will provide utility to research studies that aim to develop surface treatments to mitigate ice in a wide range of environments. This report describes the IAPT and its use for characterizing the ice adhesion properties of materials.
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Gross, T. S., and D. A. Mendelsohn. Quantitative determination of the effects of yield strength, mode mixity, and crack length on crack face interactions during shear loading. An experimental and analytical investigation of the effect of fracture surface interference in shear. Final report for the period: September 1, 1990 through December 31, 1997. Office of Scientific and Technical Information (OSTI), December 1997. http://dx.doi.org/10.2172/764183.

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Varma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.

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This project focused on evaluating the effects of fire-induced damage on concrete bridge elements, including prestressed concrete bridge girders. A series of controlled heating experiments, pool fire tests, material tests, and structural loading tests were conducted. Experimental results indicate that the portion of concrete subjected to temperatures higher than 400°C loses significant amounts of calcium hydroxide (CH). Decomposition of CH increases porosity and causes significant cracking. The portion of concrete exposed to temperatures higher than 400°C should be repaired or replaced. When subjected to ISO-834 standard fire heating, approximately 0.25 in. and 0.75 in. of concrete from the exposed surface are damaged after 40 minutes and 80 minutes of heating, respectively. Prestressed concrete girders exposed to about 50 minutes of hydrocarbon fire undergo superficial concrete material damage with loss of CH and extensive cracking and spalling extending to the depth of 0.75–1.0 in. from the exposed surface. These girders do not undergo significant reduction in flexural strength or shear strength. The reduction in the initial stiffness may be notable due to concrete cracking and spalling. Bridge inspectors can use these findings to infer the extent of material and structural damage to prestressed concrete bridge girders in the event of a fire and develop a post-fire assessment plan.
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