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Finite element analysis of embedded parts with big-diameter reinforcing bar under shear force

机译:剪切力作用下大直径钢筋预埋件的有限元分析

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Nowadays embedded parts which connect steel members with concrete structures have frequently emerged in civil engineering; however the existing design code for embedded parts cannot satisfy the increasing demand of engineering as it was derived from limited experiments. In the paper, a finite element study on embedded parts with big-diameter reinforcing bars under shear force is conducted. The aim of the study was to fully investigate the mechanical performances of embedded parts under shear force using a three-dimensional finite element analysis with the help of a commercial software ANSYS. Cross-section internal force of anchor bar, embedded part deformation, interaction force between anchor bar and concrete, and friction force were investigated in order to well know the system response. The results show that the shear capacity of embedded part obtained from finite element analysis is conservative.
机译:如今,在土木工程中经常出现将钢构件与混凝土结构连接的嵌入式零件。但是,现有的嵌入式零件设计代码是由于有限的实验而不能满足不断增长的工程需求。本文对具有大直径钢筋的嵌入式零件在剪切力作用下进行了有限元研究。这项研究的目的是借助商业软件ANSYS使用三维有限元分析来全面研究嵌入式零件在剪切力作用下的机械性能。为了了解系统的响应,研究了锚杆的截面内力,预埋件变形,锚杆与混凝土之间的相互作用力以及摩擦力。结果表明,有限元分析得到的嵌件的剪切能力是保守的。

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