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Relevant bibliographies by topics / Shear

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Academic literature on the topic 'Shear'

Author: Grafiati

Published: 4 June 2021

Last updated: 9 June 2025

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Journal articles on the topic "Shear"

1

Du, Jun, Dong Li, Zhiming Xiong, Xinggang Shen, Chenchen Li, and Weiwei Zhu. "Experimental Study on the Reciprocating Shear Characteristics and Strength Deterioration of Argillaceous Siltstone Rockfill Materials." Applied Sciences 13, no. 15 (August 2, 2023): 8888. http://dx.doi.org/10.3390/app13158888.

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The reciprocating shear mechanical properties and strength deterioration mechanisms of rockfill materials are of great research significance for high-fill slope stability analysis. To study the shear strength characteristics of argillaceous siltstone rockfill materials with different fabric characteristics under reciprocating shear loading, we analyzed the shear strength, hysteresis loop area, damping ratio, shear strength parameter, and shear stiffness of coarse-grained soils with different coarse grain contents using a coarse-grained soil direct shear testing machine capable of reciprocating shear and revealed their strength deterioration mechanism. The test results show that the shear strength of argillaceous siltstone rockfill materials is significantly affected by the coarse grain content and the number of reciprocating shears. Specifically, the shear strength increases with the coarse grain content and decreases with the number of reciprocating shears. The hysteresis loop area is positively correlated with the coarse grain content and negatively correlated with the number of reciprocating shears. The damping ratio is not related to the coarse grain content but tends to decrease with the number of reciprocating shears. Soil cohesion and the internal friction angle increase with the coarse grain content and decrease with the number of reciprocating shears. The soil failure shear stiffness is linearly correlated with the coarse grain content, and the normalized shear stiffness is logarithmically related to the number of reciprocating shears. According to these relationships, an empirical formula for the shear stiffness of argillaceous siltstone rockfill materials under different coarse grain contents and different numbers of reciprocating shears can be established to provide a basis for analyzing rockfill stability.

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Goel, Rakesh K. "Comparison of Base Shears Estimated from Floor Accelerations and Column Shears." Earthquake Spectra 27, no. 3 (August 2011): 939–46. http://dx.doi.org/10.1193/1.3610247.

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This paper compares base shears computed from floor accelerations (inertial base shear) and column shears (structural base shear) for two mid-rise, multistory buildings due to a suite of 30 earthquake ground motions. The presented results demonstrate that the inertial base shear exceeds the structural base shear in the median by 10% to 20% and may exceed the structural base shear by as much as 70% for individual ground motions. Therefore, it is concluded that the inertial base shear computed from strong motion records should be used with caution to estimate the structural base shear.

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Ahn. "Shear Resistance of BESTOBEAM Shear Connector According to the Length." Journal of Korean Society of Steel Construction 27, no. 5 (2015): 483. http://dx.doi.org/10.7781/kjoss.2015.27.5.483.

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McNeel, Joseph, and Frank Czerepinski. "Effect of Felling Head Design on Shear-Related Damage in Southern Yellow Pine." Southern Journal of Applied Forestry 11, no. 1 (February 1, 1987): 3–6. http://dx.doi.org/10.1093/sjaf/11.1.3.

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Abstract Use of feller-buncher and directional shears has increased the productivity and efficiency of many logging operations in the South. When felling sawlog and chip'n' saw-sized timber, hydraulic shears can damage the butt portion of the tree. Butt logs of trees felled with shears are subjectto damage in the form of ring-shake, stump-pull, shatter, and splitting (Porter et al. 1984). Logging equipment manufacturers have attempted to minimize shear-related damage through different felling head designs. Various designs have included ribbed blades, angled shear patterns, curved blades,modified blade angles, and modified shear speeds. Whereas a number of studies addressed the effect of a specific design on shear-related damage (Guimier 1981, Forrester 1980, Redman 1979, McLaucalan and Kusec 1974, Letkeman 1973, Johnson and St. Laurent 1970, McIntosh and Kerbes 1968), fewhave compared designs to determine the relative advantage of one over another in reducing shear-related damage. This paper presents the results of a recent study comparing six feller-buncher and directional shear head designs to determine their relative abilities in reducing shear-relateddamage. The study also details a quick and inexpensive method of quantifying shear-related damage in butt logs. South. J. Appl. For. 11(1):3-6.

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Davachi, M. M., B. J. Sinclair, H. H. Hartmaier, B. L. Baggott, and J. E. Peters. "Determination of the Oldman River Dam foundation shear strength." Canadian Geotechnical Journal 28, no. 5 (October 1, 1991): 698–707. http://dx.doi.org/10.1139/t91-084.

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The paper describes the results of site investigation and laboratory testing and the analysis performed for the determination of foundation shear strength at the Oldman River Dam site in southwestern Alberta, Canada. Horizontally bedded claystones, siltstones, and sandstones at the site contain relatively weak bedding-plane shears that adversely affect foundation stability. Data on the bedding-plane shear characteristics were collected by mapping, borehole coring, shaft exploration, and large-diameter sampling. Shear planes of structure-wide continuity were identified. Numerous laboratory direct shear tests were done to measure in situ and residual shear strengths. The design angle of shearing resistance of selected continuous bedding-plane shears was evaluated by summing the representative residual angle of shearing resistance and components of the angle of shearing resistance due to in situ state, roughness, and thickness of the bedding-plane shears. Relatively flat dam slopes were found to be required for stability. The methods used at the Oldman River Dam should be applicable at other sites located in flat-lying mudrock sequences. Key words: Oldman River Dam, foundation shear strength, sedimentary rocks, bedding-plane shear, residual angle of shearing resistance, in situ state, roughness, thickness.

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Tsui, Po C., David M. Cruden, and Stanley Thomson. "Mesofabric, microfabric, and submicrofabric of ice-thrust bedrock, Highvale mine, Wabamun Lake area, Alberta." Canadian Journal of Earth Sciences 25, no. 9 (September 1, 1988): 1420–31. http://dx.doi.org/10.1139/e88-136.

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The fabric of the ice-thrust argillaceous bedrock from a shear zone was studied in hand specimens, under a polarizing microscope and a scanning electron microscope. The fabric included principal displacement shears, Riedel shears, conjugate sets of particle alignments, cutans, lithorelics, and aggregations which dense cores of randomly oriented groups of clay platelets wrapped by an external layer of oriented clay particles in a turbostatic arrangement. In addition, the bedrock has been disturbed by permafrost, cycles of loading and unloading, and weathering, causing the magnitude of deformation to vary within the ice-thrust shear zone.The fabric of the ice-thrust shear zone is similar to that of shear zones formed by tectonic activity and by laboratory shear tests, suggesting that all these shear zones were formed under conditions of similar kinematic restraint.

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Lui, Mathew, Elizabeth E. Gardiner, Jane F. Arthur, Isaac Pinar, Woei Ming Lee, Kris Ryan, Josie Carberry, and Robert K. Andrews. "Novel Stenotic Microchannels to Study Thrombus Formation in Shear Gradients: Influence of Shear Forces and Human Platelet-Related Factors." International Journal of Molecular Sciences 20, no. 12 (June 18, 2019): 2967. http://dx.doi.org/10.3390/ijms20122967.

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Thrombus formation in hemostasis or thrombotic disease is initiated by the rapid adhesion, activation, and aggregation of circulating platelets in flowing blood. At arterial or pathological shear rates, for example due to vascular stenosis or circulatory support devices, platelets may be exposed to highly pulsatile blood flow, while even under constant flow platelets are exposed to pulsation due to thrombus growth or changes in vessel geometry. The aim of this study is to investigate platelet thrombus formation dynamics within flow conditions consisting of either constant or variable shear. Human platelets in anticoagulated whole blood were exposed ex vivo to collagen type I-coated microchannels subjected to constant shear in straight channels or variable shear gradients using different stenosis geometries (50%, 70%, and 90% by area). Base wall shears between 1800 and 6600 s−1, and peak wall shears of 3700 to 29,000 s−1 within stenoses were investigated, representing arterial-pathological shear conditions. Computational flow-field simulations and stenosis platelet thrombi total volume, average volume, and surface coverage were analysed. Interestingly, shear gradients dramatically changed platelet thrombi formation compared to constant base shear alone. Such shear gradients extended the range of shear at which thrombi were formed, that is, platelets became hyperthrombotic within shear gradients. Furthermore, individual healthy donors displayed quantifiable differences in extent/formation of thrombi within shear gradients, with implications for future development and testing of antiplatelet agents. In conclusion, here, we demonstrate a specific contribution of blood flow shear gradients to thrombus formation, and provide a novel platform for platelet functional testing under shear conditions.

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Jeong. "Shear Strain Big-Bang of RC Membrane Panel Subjected to Shear." Journal of the Korean Society of Civil Engineers 35, no. 1 (2015): 101. http://dx.doi.org/10.12652/ksce.2015.35.1.0101.

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Cruden, D. M., S. Thomson, and P. C. Tsui. "The geotechnical characteristics of an ice-thrust mudstone, Wabamun Lake area, Alberta." Canadian Geotechnical Journal 26, no. 2 (May 1, 1989): 227–34. http://dx.doi.org/10.1139/t89-032.

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This first detailed report of the geotechnical characteristics of ice-thrust soft rock examines Upper Cretaceous, once heavily overconsolidated mudstones in the Highvale coal mine, Alberta. The fissured and brecciated sample from an ice-thrust shear zone in the mine behaves as a lightly overconsolidated sediment in laboratory tests and shows a non-brittle mode of shear deformation with a maximum shear strength close to residual. This behaviour is due to weathering and glaciotectonic deformation, which have jointed, sheared, and remoulded the mudstone, thus eliminating the fabric formed by overconsolidation.In the ice-thrust mudstone, platy clay minerals dominate and have been grouped into aggregations or shear-remoulded matrices. The strength of the brecciated portion of the mudstone ranges from peak to residual. The strength along principal displacement shears is at or close to residual, as back analysis of a slope failure shows. Key words: ice-thrust shear zone, glaciotectonic deformation, consolidation, nonbrittle deformation, principal displacement shears, shear strength.

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Su, Guo Sheng, and Zhan Qiang Liu. "The Analysis of Saw-Tooth Chip Formation in High Speed Machining through Material Micro-Hardness Measurement." Advanced Materials Research 188 (March 2011): 9–14. http://dx.doi.org/10.4028/www.scientific.net/amr.188.9.

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The material micro-hardness is used to reflect the plastic deformation within the localized shear band and the segment of saw-tooth chip. A high strength alloy steel Aermet 100 is taken as the workpiece material. The saw-tooth chip roots are obtained by cutting operation. The material micro-harnesses along the shortly initiated localized shear band, across the shortly initiated localized shear band and fully developed localized shear band, and within the segment are examined and analyzed. The localized shear band initiation and propagation are revealed by a new proposed model. The results show the localized shear band initiates firstly at the tool tip end of the primary shear band, and consequently another localized shear nucleates at the free surface end of the primary shear band. These two localized shears propagate face to face until the whole localized shear band is formed.

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Dissertations / Theses on the topic "Shear"

1

Peng, Liying. "Shear strength of beams by shear-friction." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38638.pdf.

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Zhang, Ling. "The behaviour of granular material in pure shear, direct shear and simple shear." Thesis, Aston University, 2003. http://publications.aston.ac.uk/14162/.

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In biaxial compression tests, the stress calculations based on boundary information underestimate the principal stresses leading to a significant overestimation of the shear strength. In direct shear tests, the shear strain becomes highly concentrated in the mid-plane of the sample during the test. Although the stress distribution within the specimen is heterogeneous, the evolution of the stress ratio inside the shear band is similar to that inferred from the boundary force calculations. It is also demonstrated that the dilatancy in the shear band significantly exceeds that implied from the boundary displacements. In simple shear tests, the stresses acting on the wall boundaries do not reflect the internal state of stress but merely provide information about the average mobilised wall friction. It is demonstrated that the results are sensitive to the initial stress state defined by K0 = sh/sv. For all cases, non-coaxiality of the principal stress and strain-rate directions is examined and the corresponding flow rule is identified. Periodic cell simulations have been used to examine biaxial compression for a wide range of initial packing densities. Both constant volume and constant mean stress tests have been simulated. The characteristic behaviour at both the macroscopic and microscopic scales is determined by whether or not the system percolates (enduring connectivity is established in all directions). The transition from non-percolating to percolating systems is characterised by transitional behaviour of internal variables and corresponds to an elastic percolation threshold, which correlates well with the establishment of a mechanical coordination number of ca. 3.0. Strong correlations are found between macroscopic and internal variables at the critical state.

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Erzin, Yusuf. "Strength Of Different Anatolian Sands In Wedge Shear, Triaxial Shear, And Shear Box Tests." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604689/index.pdf.

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Past studies on sands have shown that the shear strength measured in plane strain tests was higher than that measured in triaxial tests. It was observed that this difference changed with the friction angle &amp<br>#966<br>cv at constant volume related to the mineralogical composition. In order to investigate the difference in strength measured in the wedge shear test, which approaches the plane strain condition, in the triaxial test, and in the shear box test, Anatolian sands were obtained from different locations in Turkey. Mineralogical analyses, identification tests, wedge shear tests (cylindrical wedge shear tests (cylwests) and prismatic wedge shear tests (priswests)), triaxial tests, and shear box tests were performed on these samples. In all shear tests, the shear strength measured was found to increase with the inclination &amp<br>#948<br>of the shear plane to the bedding planes. Thus, cylwests (&amp<br>#948<br>= 60o) iii yielded higher values of internal friction &amp<br>#966<br>by about 3.6o than priswests (&amp<br>#948<br>= 30o) under normal stresses between 17 kPa and 59 kPa. Values of &amp<br>#966<br>measured in cylwests were about 1.08 times those measured in triaxial tests (&amp<br>#948<br>&amp<br>#8776<br>65o), a figure close to the corresponding ratio of 1.13 found by past researchers between actual plane strain and triaxial test results. There was some indication that the difference between cylwest and triaxial test results increased with the &amp<br>#966<br>cv value of the samples. With the smaller &amp<br>#948<br>values (30o and 40o), priswests yielded nearly the same &amp<br>#966<br>values as those obtained in triaxial tests under normal stresses between 20 kPa and 356 kPa. Shear box tests (&amp<br>#948<br>=0o) yielded lower values of &amp<br>#966<br>than cylwests (by about 7.9o), priswests (by about 4.4o), and triaxial tests (by about 4.2o) under normal stresses between 17 kPa and 48 kPa. It was shown that the shear strength measured in shear box tests showed an increase when &amp<br>#948<br>was increased from 30o to 60o<br>this increase (about 4.2o) was of the order of the difference (about 3.6o) between priswest (&amp<br>#948<br>= 30o) and cylwest (&amp<br>#948<br>= 60o) results mentioned earlier. Shear box specimens with &amp<br>#948<br>= 60o, prepared from the same batch of any sample as the corresponding cylwests, yielded &amp<br>#966<br>values very close to those obtained in cylwests.

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4

Ifju, Peter G. "The shear gage and compact shear specimen for shear property measurements of composite materials." Diss., Virginia Tech, 1992. http://hdl.handle.net/10919/39976.

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Techniques for shear property measurements for composite and isotropic materials were investigated. A new strain gage called the shear gage was conceived, designed, and tested for routine shear characterization on notched shear specimens. The shear gage integrates the shear strain in the entire test section of the losipescu and compact shear specimens. The result was consistent and accurate determination of the shear stress/strain response of materials. Prior knowledge of material properties or shear strain distributions were not required. Deficiencies in the losipescu shear test were automatically compensated when shear gages were placed on the two faces of the specimen. The shear gages were tested on composite and isotropic materials and produced higher accuracy and consistency than could be produced using current technology. Moir© interferometry was used to evaluate the ability of the shear gage to measure the average shear strains. The results from the evaluation program confirmed the attributes of the concept.<br>Ph. D.

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Basak, Sankarananda. "Dynamics of stratified shear layer with horizontal shear /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2005. http://wwwlib.umi.com/cr/ucsd/fullcit?p3185923.

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6

Tozser, Oliver. "Shear analysis using shear friction, size effect and prestressing." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38645.pdf.

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7

Pinilla, Camilo Ernesto. "Numerical simulation of shear instability in shallow shear flows." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115697.

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The instabilities of shallow shear flows are analyzed to study exchanges processes across shear flows in inland and coastal waters, coastal and ocean currents, and winds across the thermal-and-moisture fronts. These shear flows observed in nature are driven by gravity and governed by the shallow water equations (SWE). A highly accurate, and robust, computational scheme has been developed to solve these SWE. Time integration of the SWE was carried out using the fourth-order Runge-Kutta scheme. A third-order upwind bias finite difference approximation known as QUICK (Quadratic Upstream Interpolation of Convective Kinematics) was employed for the spatial discretization. The numerical oscillations were controlled using flux limiters for Total Variation Diminishing (TVD). Direct numerical simulations (DNS) were conducted for the base flow with the TANH velocity profile, and the base flow in the form of a jet with the SECH velocity profile. The depth across the base flows was selected for the' balance of the driving forces. In the rotating flow simulation, the Coriolis force in the lateral direction was perfectly in balance with the pressure gradient across the shear flow during the simulation. The development of instabilities in the shear flows was considered for a range of convective Froude number, friction number, and Rossby number. The DNS of the SWE has produced linear results that are consistent with classical stability analyses based on the normal mode approach, and new results that had not been determined by the classical method. The formation of eddies, and the generation of shocklets subsequent to the linear instabilities were computed as part of the DNS. Without modelling the small scales, the simulation was able to produce the correct turbulent spreading rate in agreement with the experimental observations. The simulations have identified radiation damping, in addition to friction damping, as a primary factor of influence on the instability of the shear flows admissible to waves. A convective Froude number correlated the energy lost due to radiation damping. The friction number determined the energy lost due to friction. A significant fraction of available energy produced by the shear flow is lost due the radiation of waves at high convective Froude number. This radiation of gravity waves in shallow gravity-stratified shear flow, and its dependence on the convective Froude number, is shown to be analogous to the Mach-number effect in compressible flow. Furthermore, and most significantly, is the discovery from the simulation the crucial role of the radiation damping in the development of shear flows in the rotating earth. Rings and eddies were produced by the rotating-flow simulations in a range of Rossby numbers, as they were observed in the Gulf Stream of the Atlantic, Jet Stream in the atmosphere, and various fronts across currents in coastal waters.

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8

Ishtewi, Ahmad M. "Shear Capacity of Fiber-Reinforced Concrete Under Pure Shear." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354725447.

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Dillon, Patrick. "Shear Strength Prediction Methods for Grouted Masonry Shear Walls." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4395.

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The research in this dissertation is divided between three different approaches for predicting the shear strength of reinforcement masonry shear walls. Each approach provides increasing accuracy and precision in predicting the shear strength of masonry walls. The three approaches were developed or validated using data from 353 wall tests that have been conducted over the past half century. The data were collected, scrutinized, and synthesized using principles of meta-analysis. Predictions made with current Masonry Standards Joint Committee (MSJC) shear strength equation are unconservative and show a higher degree of variation for partially-grouted walls. The first approach modifies the existing MSJC equation to account for the differences in nominal strength and uncertainty between fully- and partially-grouted walls. The second approach develops a new shear strength equation developed to perform equally well for both fully- and partially-grouted walls to replace and improve upon the current MSJC equation. The third approach develops a methodology for creating strut-and-tie models to analyze or design masonry shear walls. It was discovered that strut-and-tie modeling theory provides the best description of masonry shear wall strength and performance. The masonry strength itself provides the greatest contribution to the overall shear capacity of the wall and can be represented as diagonal compression struts traveling from the top of the wall to the compression toe. The shear strength of masonry wall is inversely related to the shear span ratio of the wall. Axial load contributes to shear strength, but to a lesser degree than what has been previously believed. The prevailing theory about the contribution of horizontal shear reinforcement was shown to not be correct and the contribution is much smaller than was originally assumed by researchers. Horizontal shear reinforcement principally acts by resisting diagonal tensile forces in the masonry and by helping to redistribute stresses in a cracked masonry panel. Vertical reinforcement was shown to have an effect on shear strength by precluding overturning of the masonry panel and by providing vertical anchorages to the diagonal struts.

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Nolph, Shawn Mark. "In-plane shear performance of partially grouted masonry shear walls." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Summer2010/s_nolph_050710.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 21, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 96-97).

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Books on the topic "Shear"

1

Parks, Tim. Shear. London: Heinemann, 1993.

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Mukherjee, Soumyajit, and Kieran F. Mulchrone, eds. Ductile Shear Zones. Chichester, UK: John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781118844953.

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Henderson, J. E. Standardized shear connections. [Willowdale, Ont.]: Canadian Institute of Steel Construction, 1994.

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4

H, Danbom S., Domenico S. Norman, Shear-Wave Exploration Symposium (1984 : Midland, Tex.), International SEG Meeting (53rd : 1983 : Las Vegas, Nev.), and International SEG Meeting (54th : 1984 : Atlanta, Ga.), eds. Shear-wave exploration. Tulsa, Okla: Society of Exploration Geophysicists, 1987.

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Stamenkovic, Hrista. Innovative shear design. New York: Spon Press, 2002.

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Gürgen, Selim, ed. Shear Thickening Fluid. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-25717-9.

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Gürgen, Selim, ed. Shear Thickening Fluid. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-35521-9.

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Gerhard, Dohr, ed. Seismic shear waves. London: Geophysical Press, 1985.

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Grant, Ian Fraser, and Diane Grant. Shear history: 50 years of Golden Shears in New Zealand. Masterton, N.Z: Fraser Books, 2010.

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Wang, Zhen Nan. Interphasial shear strength and matrix shear strength in carbon epoxies. Ottawa: National Library of Canada, 1992.

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Book chapters on the topic "Shear"

1

Saatcioglu, Murat. "Shear." In Encyclopedia of Natural Hazards, 908–10. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_318.

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Gooch, Jan W. "Shear." In Encyclopedic Dictionary of Polymers, 657. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10521.

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Janssen, Jules J. A. "Shear." In Mechanical Properties of Bamboo, 94–101. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3236-7_8.

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Toniolo, Giandomenico, and Marco di Prisco. "Shear." In Reinforced Concrete Design to Eurocode 2, 263–339. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52033-9_4.

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Hernández-Montes, Enrique, and Luisa María Gil-Martín. "Shear." In Concrete Structures, 256–92. London: CRC Press, 2024. http://dx.doi.org/10.1201/9781003169659-15.

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Weik, Martin H. "shear." In Computer Science and Communications Dictionary, 1567. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_17233.

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Gu, Xianglin, Xianyu Jin, and Yong Zhou. "Shear." In Basic Principles of Concrete Structures, 261–334. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48565-1_7.

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Emmens, Wilko C. "Shear." In Formability, 45–50. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21904-7_9.

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Passchier, C. W., and R. A. J. Trouw. "Shear Zones." In Microtectonics, 97–129. Berlin, Heidelberg: Springer Berlin Heidelberg, 1998. http://dx.doi.org/10.1007/978-3-662-08734-3_5.

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Verruijt, Arnold. "Shear Strength." In An Introduction to Soil Mechanics, 163–71. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61185-3_20.

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Conference papers on the topic "Shear"

1

Lam, Dennis, and Eleonora Saveri. "Shear Capacity of Demountable Shear Connectors." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_110.

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Khaleghi, Behnam, Sahand Salamat, Anthony Thomas, Fatemeh Asgarinejad, Yeseong Kim, and Tajana Rosing. "SHEAR er." In ISLPED '20: ACM/IEEE International Symposium on Low Power Electronics and Design. New York, NY, USA: ACM, 2020. http://dx.doi.org/10.1145/3370748.3406587.

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Kottke, P. A., S. Bair, and W. O. Winer. "Shear Cavitation." In World Tribology Congress III. ASMEDC, 2005. http://dx.doi.org/10.1115/wtc2005-64168.

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The importance of cavitation in lubrication hydrodynamics is well recognized. Cavitation can also act as a source of experimental error in rheological measurements. Therefore, the ability to understand and predict cavitation is important for tribology. Nearly all models for cavitation prediction are based on the local hydrodynamic pressure. The appropriateness of this approach when viscous stresses are of the order of the hydrodynamic pressure is questionable. One cavitation model that considers the state of stress in a flowing liquid is the principal normal stress cavitation criterion (PNSCC), which proposes that cavitation will occur when the most tensile principal normal stress exceeds some critical value. Although this hypothesis can accommodate many experimental observations, its theoretical foundations are weak. In particular, it fails to account for the tensile strength of liquids and resulting need for nucleation sites; it neglects the role of transport of dissolved gases; and it does not consider the effect of a growing bubble on the local flow, and hence local state of stress. We demonstrate cavitation in low Reynolds number Couette flow, and present a model for cavitation in shear in the limit of creeping (Stokes) flow, which corrects for the theoretical failures of the PNSCC. We use numerical simulation to analyze cavitation onset, and obtain a more general cavitation criteria from which the PNSCC is recovered under certain conditions.

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Esfandiar, R. "Shear Analysis of Thin Steel Plate Shear Walls." In 7th International Conference on Steel and Aluminium Structures. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp075-icsas11.

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Varghese, T., M. Rao, and E. L. Madsen. "P1C-5 Shear Strain Imaging with Shear Deformation." In 2006 IEEE Ultrasonics Symposium. IEEE, 2006. http://dx.doi.org/10.1109/ultsym.2006.326.

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Kodaka, Takeshi, Kazuo Itabashi, Hiroki Fukuzawa, and Shinjoro Kato. "Cyclic Shear Strength of Clay under Simple Shear Condition." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41102(375)28.

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Lucet, Nathalie M., and Pierre A. Tarif. "Shear‐wave birefringence and ultrasonic shear‐wave attenuation measurements." In SEG Technical Program Expanded Abstracts 1988. Society of Exploration Geophysicists, 1988. http://dx.doi.org/10.1190/1.1892407.

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Cardenas-Montes, Miguel, Juan Jose Rodriguez-Vazquez, Ignacio Sevilla-Noarbe, Eusebio Sanchez Alvaro, Rafael Ponce, Miguel A. Vega-Rodriguez, and Christopher Bonnett. "POSTER: High-performance implementations for shear-shear correlation calculation." In 2014 IEEE International Conference On Cluster Computing (CLUSTER). IEEE, 2014. http://dx.doi.org/10.1109/cluster.2014.6968767.

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REINING, Felix, Christian WESP, Zhangbu Xu, and Carsten Greiner. "Shear stress and shear flow in a partonic cascade." In XLVIII International Winter Meeting on Nuclear Physics in Memoriam of Ileana Iori. Trieste, Italy: Sissa Medialab, 2010. http://dx.doi.org/10.22323/1.103.0009.

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STRYKOWSKI, P., and A. KROTHAPALLI. "The countercurrent mixing layer - Strategies for shear-layer control." In 3rd Shear Flow Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3260.

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Reports on the topic "Shear"

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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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LeBrun, Thomas John. Analysis of Compact-Forced Simple Shear and Compact-Forced Double Shear Test Specimens for Shear Localization in Materials. Office of Scientific and Technical Information (OSTI), May 2017. http://dx.doi.org/10.2172/1356162.

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Ruzicka, V. Veins in shear zones. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1995. http://dx.doi.org/10.4095/207994.

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Wedwick, Jim, and Tom Orr. Shear Roll Mill Reactivation. Fort Belvoir, VA: Defense Technical Information Center, September 2012. http://dx.doi.org/10.21236/ada570419.

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Beer, M. A., R. V. Budny, C. D. Challis, and G. Conway. Turbulence suppression by E x B shear in JET optimized shear pulses. Office of Scientific and Technical Information (OSTI), January 2000. http://dx.doi.org/10.2172/750156.

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Bardenhagen, S. G., J. U. Brackbill, and D. L. Sulsky. Shear deformation in granular materials. Office of Scientific and Technical Information (OSTI), December 1998. http://dx.doi.org/10.2172/329539.

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Duffey, T. A., A. Goldman, and C. R. Farrar. Shear wall ultimate drift limits. Office of Scientific and Technical Information (OSTI), April 1994. http://dx.doi.org/10.2172/10147768.

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Hanmer, S., and C. Passchier. Shear-sense indicators: a review. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/132454.

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Pullan, S. E., J. A. Hunter, and K. G. Neave. Shallow Shear Wave Reflection Tests. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/132587.

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Candy, C., and R. Hillman. Multichannel crosshole shear wave surveys. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2012. http://dx.doi.org/10.4095/291769.

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