摘要
通过ANSYS有限元分析软件对实际工程中常见的一些不同种类型钢混凝土梁—柱节点建立模型,应用有限元非线性理论,对不同节点应力应变关系、荷载分布情况以及破坏机理加以研究。结合受力节点的材料性能、破坏形式,对不同型钢混凝土梁—柱节点的刚度、应力应变情况以及裂缝开展形式进行了分析,为类似结构设计提供依据。
In this paper, the finite element analysis software ANSYS practical projects commonly several different species of reinforced concrete beams-column joint modeling, finite element nonlinear theory should be shipped to different stress-strain relationship nodes, load distribution and failure mechanism to be studied. Binding force node material properties, failure modes for different steel reinforced concrete beams-column joint stiffness, stress and strain as well as cracks in the form of an analysis carried out, so as to provide some basis for similar structure design.
出处
《山西建筑》
2013年第33期33-33,81,共2页
Shanxi Architecture
关键词
型钢混凝土梁—柱节点
有限元分析
非线性
the beam-column joints with steel reinforced concrete, finite element analysis, nonlinear
