|本期目录/Table of Contents|

[1]卢林枫,钟丽丽,胡本峰,等.箱形节点域外伸端板弱轴连接的滞回性能研究[J].建筑科学与工程学报,2017,34(04):48-56.
 LU Lin-feng,ZHONG Li-li,HU Ben-feng,et al.Research on Hysteretic Performance for Box Node Domain Extended End-plate Weak-axis Connection[J].Journal of Architecture and Civil Engineering,2017,34(04):48-56.
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箱形节点域外伸端板弱轴连接的滞回性能研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
34卷
期数:
2017年04期
页码:
48-56
栏目:
出版日期:
2017-07-28

文章信息/Info

Title:
Research on Hysteretic Performance for Box Node Domain Extended End-plate Weak-axis Connection
作者:
卢林枫钟丽丽胡本峰林建军
长安大学建筑工程学院
Author(s):
LU Lin-feng, ZHONG Li-li, HU Ben-feng, LIN Jian-jun
School of Civil Engineering, Chang’an University
关键词:
箱形节点域弱轴端板连接半刚性节点滞回性能
Keywords:
box node domain weak axis end-plate connection semi-rigid node hysteretic performance
分类号:
-
DOI:
-
文献标志码:
A
摘要:
提出了一种适用于H形柱的箱形节点域外伸端板弱轴连接,利用有限元软件ABAQUS对8个不同构造形式的端板连接进行了研究,分析了节点的破坏形式、弯矩转角滞回曲线、承载能力及转动能力等。结果表明:8个不同构造形式的端板连接均为半刚性节点;在循环荷载作用下,箱形节点域端板连接节点的破坏均出现在端板上,而柱子节点域基本完好;当层间位移角为0.04 rad时,各节点的承载力均大于0.8倍钢梁全截面塑性弯矩;端板外伸加劲肋的设置使节点的极限承载力提高10%左右,但耗能能力却下降了4%,建议外伸端板不另设加劲肋;端板厚度为16 mm,即与蒙皮板厚度相差较小时,节点的承载能力、耗能能力较好;提升端板材性能提高节点承载能力,但端板材性提升过大反而会降低节点耗能能力,建议端板材性只提高1个等级。
Abstract:
A new box node domain extended endplate weak axis connection suitable for H-section connection was put forward, eight different models of the end-plate connection were studied by finite element software ABAQUS. The failure mode of node, the moment-rotation curve, ultimate bearing capacity and energy dissipation capacity were analyzed. The results show that the eight models are semi-rigid nodes; under cyclic loading, the failures of the box node domain endplate connections are present in the end-plate, and the column is substantially in elastic state; when the story drift angle is 0.04 rad, the respective bearing capacities of the nodes are higher than 0.8 times of whole section plastic moment; although the ultimate bearing capacity of the end plate with extended stiffener has increased about 10%, the energy dissipation capacity has decreased 4%, so extended endplate stiffener is not provided; when the end-plate thickness is 16 mm, that is, the thickness difference between the end-plate and the skin plate is small, the bearing capacity and energy dissipation capacity of nodes are better; enhancing the properties of end plate can improve the load carrying capacity, but the node energy dissipation capacity will reduce if end-plate properties are increased too more, so it is recommended that the properties of end-plate are increased only one grade.

参考文献/References:

相似文献/References:

[1]卢林枫,林建军,胡本峰.H形梁翼缘双肋板加强式弱轴连接的抗震性能分析[J].建筑科学与工程学报,2017,34(03):47.
 LU Lin-feng,LIN Jian-jun,HU Ben-feng.Analysis on Seismic Behavior of H-type Beam Flange Double Rib Reinforced Weak Axis Connection[J].Journal of Architecture and Civil Engineering,2017,34(04):47.

备注/Memo

备注/Memo:
更新日期/Last Update: 2017-07-20