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冲击荷载作用下T型管节点变形初步分析
引用本文:许超,曲慧,周新刚. 冲击荷载作用下T型管节点变形初步分析[J]. 烟台大学学报(自然科学与工程版), 2012, 25(2): 140-145
作者姓名:许超  曲慧  周新刚
作者单位:烟台大学土木工程学院,山东烟台,264005
基金项目:山东省高等学校科研技划项目
摘    要:对两端简支的T型管节点支管受到圆柱形锤体冲击后的动力响应进行了数值分析,提出区分主管变形中局部凹陷变形和整体弯曲变形的方法,得到了冲击过程中2种变形的时程曲线以及与冲击力时程曲线变化的联系,并且得到了2种变形与冲击动能以及节点主管长径比之间的关系.数值分析结果表明:随着节点变形消耗的能量的增加,局部变形趋于稳定,变形的增长逐渐集中在整体变形上.

关 键 词:T型管节点  冲击  变形  数值分析

Primary Deformation Analysis of T Tubular Joints Subjected to Impact Load
XU Chao , QU Hui , ZHOU Xin-gang. Primary Deformation Analysis of T Tubular Joints Subjected to Impact Load[J]. Journal of Yantai University(Natural Science and Engineering edirion), 2012, 25(2): 140-145
Authors:XU Chao    QU Hui    ZHOU Xin-gang
Affiliation:(School of Civil Engineering,Yantai University,Yantai 264005,China)
Abstract:Numerical analysis is done for the dynamical response after the simple support T tubular joints is impacted by cylindrical hammer.A method to distinguish the local and global deformation is proposed.The relation between deformation history curve and impact force one is analized,as well as the relation between deformation and the impact energy and the ratio of length to diameter.The result turns out that with the energy absorbed by deformation of joint increasing,the local deformation tends to stability,and converge eventually a global deformation.
Keywords:T tubular joints  impact  deformation  numerical analysis
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