李帼昌, 李文明. 一种角钢式屈曲约束支撑与混凝土梁柱连接节点有限元分析[J]. 工程力学, 2016, 33(增刊): 67-71. DOI: 10.6052/j.issn.1000-4750.2015.05.S005
引用本文: 李帼昌, 李文明. 一种角钢式屈曲约束支撑与混凝土梁柱连接节点有限元分析[J]. 工程力学, 2016, 33(增刊): 67-71. DOI: 10.6052/j.issn.1000-4750.2015.05.S005
LI Guo-chang, LI Wen-ming. FINITE ELEMENT ANALYSIS ON AN ANGLE CONNECTING JOINT BETWEEN BRB AND CONCRETE BEAM-COLUMN[J]. Engineering Mechanics, 2016, 33(增刊): 67-71. DOI: 10.6052/j.issn.1000-4750.2015.05.S005
Citation: LI Guo-chang, LI Wen-ming. FINITE ELEMENT ANALYSIS ON AN ANGLE CONNECTING JOINT BETWEEN BRB AND CONCRETE BEAM-COLUMN[J]. Engineering Mechanics, 2016, 33(增刊): 67-71. DOI: 10.6052/j.issn.1000-4750.2015.05.S005

一种角钢式屈曲约束支撑与混凝土梁柱连接节点有限元分析

FINITE ELEMENT ANALYSIS ON AN ANGLE CONNECTING JOINT BETWEEN BRB AND CONCRETE BEAM-COLUMN

  • 摘要: 针对屈曲约束支撑与钢筋混凝土结构梁柱连接节点的受力复杂、强度和刚度影响因素多等问题,该文设计了一种新型的角钢式连接节点。通过对节点进行有限元模拟,分析节点在单调及往复位移载荷作用下荷载-位移曲线、骨架曲线以及预埋件对节点各部件的影响作用,研究其力学性能以及传力机理。结果表明:节点的构造形式合理,传力机理明确,在单调与往复载荷作用下表现出良好的工作性能。

     

    Abstract: For the problems of connecting joint between BRB and concrete beam-column,such as stress state, strength and stiffness factors, a new type of angle steel connection node is designed in this paper. Through the finite element simulation of the node under monotonic and cyclic displacement loading, the load-displacement curve, the skeleton curve and the impact on each component of the node are analyzed, the mechanical properties and the force transmission mechanism are also studied. The results show that the structure of the node form, power transmission mechanism is clear. Good work performance are showed under monotonic and cyclic loading.

     

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