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Cyclic loading test of steel beam-to-column connections with slabs: Part5 Influence of local buckling on deformation capacity

机译:钢梁到柱连接与板坯的循环加载试验:第5部分对局部屈曲对变形容量的影响

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The effect of local buckling on the deformation capacity ofthe composite beam was evaluated with 3 hinge model.Furthermore, a simple evaluation method of the deformationcapacity of the composite beam determined by the fracture withlocal buckling was proposed by adding Eq.(3) to Eq.(5) asinfluence of local buckling, and the number of fractures of thespecimen with 35R weld access hole was examined.
机译:局部屈曲对变形能力的影响用3个铰链模型评估复合梁。此外,变形的简单评估方法由骨折确定的复合梁的容量通过添加方程式提出局部屈曲。(3)至eq。(5)如局部屈曲的影响以及骨折的数量检查了带35R焊接通路孔的标本。

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