Sentence examples for failure under shear from inspiring English sources
Measurement of applied torques is of fundamental importance in all rotating bodies to ensure that the design of the rotating element is adequate to prevent failure under shear stresses.
The truss failure under shear loading was dominated by the inelastic buckling of the truss members, while the four possible analytical models describing the bending properties and failure mechanism of the hourglass truss beams included elastic face sheet buckling, face sheet yielding, elastic core member buckling, and core member yielding were studied.
Horizontal displacement of bar 1 at failure under shear load, mm.
Shells having smaller radius-to-thickness ratios experienced catastrophic material failure under shear stress, while the large ones exhibited failure by the classical diamond-shaped shell buckling mode.
Recent work on ductile failure under shear-dominant stress states has challenged the long-accepted premise that the strain at failure monotonically decreases with increasing triaxiality.
A new way for coupling different mechanisms of energy dissipation is proposed within the framework of TIV, so that the essential aspects of macro-mechanical behaviour of porous rocks ranging from brittle to ductile, dilation and compaction, as well as various modes of localised failure, under shearing at a wide range of confining pressures are correctly captured.
Failure modes under shear loading are also steel shear failure, concrete pryout failure, concrete breakout failure, etc.
Further studies revealed a nonlinear viscoelastic behavior (Donnelly and Medige 1997; Hrapko et al. 2006), failure strains under shear deformation (Bilston et al.
Failure under intense shearing at close to zero stress triaxiality is widely observed for ductile metallic materials, and is identified in experiments as smeared-out dimples on the fracture surface.
The mechanism of the shear band formation at the soil structural interface is of significant interest to researchers and engineers, for it explains the process of soil failure under interface shearing as well as the physical essence of the soil behaviors associated with such failure – for example, stress peak, stress softening, and dilatancy.
Tests were performed on brickwork walls to study the shear failure under flexure and different shear loading configurations.
