Results 221 to 230 of about 89,522 (264)

Design Method for Combined Shear Connectors in Steel-UHPC Composite Beams. [PDF]

Materials (Basel)
Ding J, Gao T, Zhu J.
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Modification of the Gurson Model for shear failure

European Journal of Mechanics - A/Solids, 2008
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Nahshon, K., Hutchinson, J. W.
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Mechanisms of ‘shear’ failure

Magazine of Concrete Research, 1983
Synopsis It is postulated that the various modes of diagonal failure exhibited byreinforced concrete beams under increasing load are associated with the multiaxial stress conditions that exist in the region of the path along which the compressive force is transmitted from support to support.
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Shear failure in granular media

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1984
A new concept, effective confining contact stress (product of porosity and effective confining stress), used to analyze the mechanism of shear failure in granular materials with special reference to the reduction in effective angle of shearing resistance with increases in confining stress under triaxial compressive stress.
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Hypothesis for Shear Failure of Brickwork

Journal of the Structural Division, 1971
The validity of the concept that the shear strength of brickwork depends on a combination of the bond shear strength and frictional resistance in the mortar layers is questioned on account of inconsistencies revealed by earlier series of experiments. As an alternative approach the writers suggest that the shear strength may be dependent on the tensile ...
Bryan Stafford Smith, Clifford Carter
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Dynamic wetting failure in shear-thinning and shear-thickening liquids

Journal of Fluid Mechanics, 2020

Vasileios Charitatos, Wieslaw J. Suszynski, Marcio S. Carvalho, Satish Kumar   +3 more
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On the failure path in shear-tested solder joints

Microelectronics Reliability, 2007
Failure of solder joints under shear frequently occurs along a path near and parallel to, but not necessarily exactly at, the interface between the alloy and the bonding material. A numerical finite element analysis was employed to simulate the deformation in solder during cyclic lap-shear testing. High magnitudes of equivalent plastic strain were seen
W. H. Moy, Yu-Lin Shen
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Modeling of Dilative Shear Failure

Journal of Geotechnical and Geoenvironmental Engineering, 1997
Medium-to-dense sand sheared under undrained or essentially undrained conditions shows a dilative hardening response when the stress crosses a phase transformation state and gets into the dilative zone. When the stress finally reaches a failure surface, the deviatoric stress as well as the mean normal stress may continuously develop along the surface ...
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DIRECT SHEAR FAILURE DESIGN BASED ON THE SHEAR-FRICTION FAILURE MODEL AND THE PLASTIC SHEAR ENVELOPE

2005
The representation of shear failure along a plane in concrete elements, when subjected to stress normal to the plane, in the form of a failure envelope was first muted by Kupfer [1]. The idea was later introduced in a design format by the brothers Birkeland [2] when they introduced the shear-friction hypothesis.
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