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Do notched thick plates have strength in shear?

机译:缺口厚板是否具有剪切的强度?

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This paper summarizes recent theoretical studies on the three-dimensional singular stress state at sharp notches in infinite (or large) plates of finite thickness subjected to in-plane loading. In general, such loading produces a number of singular states: in-plane singularities (normally described as K_I and K_(II) fracture modes and known as Williams' solution), singular states associated with corners and the out-of-plane singularity (Ko mode), which is generated due to the Poisson's effect. The latter mode has an interesting behavior and its intensity increases as a power function with the increase of the plate thickness when the notch is stresses in shear mode. From finite fracture mechanics considerations it is clear that at some certain thickness the out-of-plane singular mode will dominate over the fracture zone and with the further increase of the plate thickness will affect the strength of the notched plate, virtually reducing it to zero.
机译:本文概述了近期在面内载荷的有限厚度的无限(或大)板中尖锐槽口的三维奇异应力状态的理论研究。通常,这种载荷产生了许多单数状态:面内奇点(通常被描述为K_I和K_(II)骨折模式,称为威廉姆斯的解决方案),与角落相关的奇异状态和平面外奇异性( KO模式),由于泊松的效果而产生。后一模式具有有趣的行为,并且当凹口在剪切模式下应对应力时,其强度随功率函数而增加。从有限的断裂力学考虑,显然,在某些一定厚度下,外平面单数模式将在骨折区域上占据主导,并且由于板厚的进一步增加将影响缺口板的强度,几乎将其降至零。

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