新型T形头单向螺栓能够有效解决传统高强螺栓无法直接应用于钢梁-钢管柱栓接节点的问题。然而,采用此类新型螺栓连接的梁柱节点中各组件承载机理尚不明确,有待进一步探索。T形头单向螺栓连接节点的特征在于端板及钢管柱壁上具有栓孔形状。为探索此类新型连接节点中端板及钢梁组件的力学响应与承载机理,文章基于组件法,通过有限元分析软件ABAQUS对T形件节点的抗拉性能展开了系统的数值分析。主要研究内容和结论如下:建立了精确的节点三维有限元模型,研究了T形头单向螺栓连接T形件节点中翼缘出现的5种典型屈服线模式 ...
姜鲁青 +5 more
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