shear load

To evaluate the effect of shear on deformation of beams, shear in beams under the action of a concentrated load is expressed in terms of a single-valued continuous inverse trigonometric function.

为了估计剪力对梁变形的影响，在集中力作用下梁内剪力用一个单值连续的反三角函数表示。

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In the constant load and live load under the action of shear pin, and the circumferential weld will withstand high amplitude of cyclic stress, the strength and fatigue problem should cause height to take seriously.

在恒载和活载的作用下，剪力销以及其周边焊缝将承受幅值较高的应力循环，其强度和疲劳问题应引起高度重视。

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The result showed that the tensile load near the crack tip was dominant, and the tensile load had higher effect than the shear load.

结果表明，拉伸载荷主导界面裂纹尖端附近区域，并且拉伸效果远大于剪切效果。

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The transverse weld topography, the connect width between plates and tension and shear load were analyzed when the incident angle changed.

分析了入射角改变对焊接件外观形貌、焊缝截面、焊缝板间连接宽度以及所承受的拉剪载荷的影响。

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Based on gradient-dependent plasticity where an internal length parameter is included to consider the microstructural effect, the distributions of shear deformation, shear strain and temperature in adiabatic shear band were derived considering the slow and sharp decrease of load-carrying capacity beyond the peak shear stress.

采用梯度塑性理论，考虑了峰值剪切应力之后的材料承载能力缓慢降低的过程及承载能力快速降低的过程，推导了剪切带内部的剪切变形、应变及温度分布的公式。

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Finite Element Analysis of Shear Lag Effect of Box Girder under Temperature Load

温度荷载作用下箱梁剪力滞效应的有限元分析

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The software ANSYS is used to calculate the stress of the shear connectors, getting the ultimate bearing capacity of the shear studs and load slip curve, and analyze the stress distribution characteristics of shear studs in concrete which is in the compressive state.

利用大型通用有限元计算软件ANSYS对该剪力连接件进行了加载计算，得到了剪力钉的极限承载力和荷载滑移曲线，分析了混凝土受压状态下的剪力钉应力分布特征。

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After deboned, the faceplates occurred the permanent bending deformation and elastic buckling in the vertical main direction of compression load, and the foam core happened the shear failure and permanent plastic deformation.

上下面板和泡沫夹芯脱胶分离后，面板主要垂直于压缩载荷的方向发生弹性屈曲和永久的弯曲变形，泡沫夹芯在冲击损伤的附近发生剪切失效和永久的塑性变形。

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The critical load of elastic buckling for shear wall composed of thin steel plate and reinforced concrete frame

钢筋混凝土薄钢板组合剪力墙的弹性屈曲临界荷载

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When bearing pulldown or shear load, they may be instable, or even cause damage, resulting in disastrous consequences.

当其承受压缩、剪切载荷时可能发生失稳，甚至因此而引起破坏，造成灾难性的后果。

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When the side surface is under simple shear load and has a tangential deformation, stress concentrations occur at the fixed end of yarns which are the main load-bearing bodies.

当模型的侧面受到简单剪切而产生切向变形时，在主承载纤维束的固定端产生应力集中。

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