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首页> 外文期刊>Proceedings of the Institution of Civil Engineers >Analysis of the benefit of studs in steel-plate-concrete walls with bending and shear
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Analysis of the benefit of studs in steel-plate-concrete walls with bending and shear

机译：钢板混凝土墙体钢筋混凝土墙体的益处分析

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摘要

An analytical study using non-linear finite-element modelling was conducted to evaluate the capacity improvement of adding studs between the concrete and steel plates in a steel-plate-concrete wall subjected to bending and shear. Non-linearity of the contact, connection details and material properties were considered when modelling the wall. The size of the model was determined through a literature review and by referring to code requirements. The model outputs compared well with the results of a laboratory experiment conducted in an earlier study. Different types and arrangements of studs were modelled to check they met Kepic-SNG criteria, the relevant design standard. After reviewing bending moment and buckling strength requirements, the optimum type and arrangement of studs were determined.
机译：进行了使用非线性有限元建模的分析研究，以评估钢板混凝土墙中混凝土和钢板之间添加螺柱的容量改进。在建模墙壁时考虑了接触，连接细节和材料特性的非线性。通过文献审查和参考代码要求确定模型的大小。模型输出良好地比较了在早期研究中进行的实验室实验的结果。模拟不同类型和螺柱的布置以检查他们满足Kepic-SNG标准，相关的设计标准。审查弯矩和屈曲强度要求后，确定了螺柱的最佳类型和排列。

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