节点文献

方钢管柱-H型钢梁内加劲式节点静力性能研究

Study on the static performance of H-beam to square tubular column connections with internal stiffening

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【作者】 杨应华李浩

【Author】 YANG Yinghua;LI Hao;School of Civil Engineering,Xi’an Univ. of Arch. & Tech.;

【机构】 西安建筑科技大学土木工程学院

【摘要】 文中提出一种新型方钢管柱-H型钢梁节点,采用T型钢通过高强螺栓将内置加劲部件的方钢管柱与H型钢梁连接.利用ABAQUS建立该节点有限元分析模型,通过对8个系列共29个节点的有限元分析,探讨了各类组件对节点性能的影响.结果表明:此节点为半刚性节点,具有良好延性;对拉螺栓间距、T型钢翼缘厚度等因素对节点静力性能影响较大;为此新节点在工程中的应用,提出了相关建议.

【Abstract】 In this paper,a new type of connection between steel beams and square steel tube columns is put forward,i.e.SHS column and H-beam joint using high-strength bolted T-stubs and inner stiffeners.The finite element model of the connection is established using the general-purpose finite element software ABAQUS.A total of 29 connections in 8 series are analyzed,and the effects of connection components on the connection behavior are discussed.The results show that the connection is semi-rigid.The thickness of flange of the T-stub and the vertical spacing of through-bolts greatly influence the behavior of the connections.Some relevant suggestions for the connections in engineering application are raised.

【基金】 陕西省建设科技计划项目(2016-K83)
  • 【文献出处】 西安建筑科技大学学报(自然科学版) ,Journal of Xi’an University of Architecture & Technology(Natural Science Edition) , 编辑部邮箱 ,2017年01期
  • 【分类号】TU391
  • 【被引频次】7
  • 【下载频次】253
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