The local buckling of aluminum members subjected to bending was analyzed using finite element analysis of the beam web stability under shear.
针对铝合金梁中可能出现的腹板剪切屈曲,通过有限元方法研究了铝合金受剪板件的稳定性。
参考来源 - 铝合金梁中腹板剪切屈曲的设计方法·2,447,543篇论文数据，部分数据来源于NoteExpress
在总体计算时采用二维紧固件元来模拟受剪紧固件。
When calculating the whole, sheared fastener are simulated by two — dimension fastener element.
对于每一种破坏模式，给出了受剪承载力计算公式。
For each failure mode, an explicit formula is derived for the prediction of shear strength.
分析了型钢高强混凝土结点的受剪承载力及破坏机理。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
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