|本期目录/Table of Contents|

[1]徐 嫚,梁思雨,张力滨,等.方钢管混凝土柱-钢梁半刚性节点参数分析[J].建筑科学与工程学报,2017,34(04):72-77.
　XU Man,LIANG Si-yu,ZHANG Li-bin,et al.Parameter Analysis on Concrete-filled Square Steel Tubular Column-steel Beam Semi-rigid Connection[J].Journal of Architecture and Civil Engineering,2017,34(04):72-77.
点击复制

方钢管混凝土柱-钢梁半刚性节点参数分析(PDF)
分享到：

《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:
72-77
栏目:
出版日期:
2017-07-28

文章信息/Info

Title:
Parameter Analysis on Concrete-filled Square Steel Tubular Column-steel Beam Semi-rigid Connection
作者:
徐 嫚，梁思雨，张力滨，陈 玉，韩振宁
东北林业大学土木工程学院
Author(s):
XU Man, LIANG Si-yu, ZHANG Li-bin, CHEN Yu, HAN Zhen-ning
School of Civil Engineering, Northeast Forestry University
关键词:
方钢管混凝土柱; 半刚性节点; 数值模拟分析; 力学性能
Keywords:
concrete-filled square steel tubular column;  semi-rigid connection;  numerical simulation analysis;  mechanical property
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为了研究方钢管混凝土柱钢梁半刚性节点的力学性能和影响因素，以方钢管混凝土柱钢梁半刚性节点为研究对象，采用数值模拟分析方法研究了节点角钢厚度、角钢短肢长肢比及螺栓直径等参数对该类节点受力性能的影响规律，并给出了节点初始转动刚度的建议公式。结果表明：角钢厚度的变化对节点初始刚度影响较小，但对节点的塑性刚度和承载力影响较大；角钢短肢长肢比在一定范围内对节点刚度和承载力影响较明显，超过范围后只对节点的承载力有较大影响；螺栓直径的变化对节点承载力和刚度有一定影响，但影响程度较小，可不作为主要的影响参数。
Abstract:
In order to study the mechanical properties and influencing factors of semi-rigid connections between concrete-filled square steel tubular column and steel beam, the concrete-filled square steel tubular column-steel beam semi-rigid connection was taken as research object. The influence laws of the parameters such as the angle steel thickness, short and long limb length ratio of angle steel, bolt diameter on the mechanical behavior of the joint were investigated by numerical simulation. The formula for the initial rotational stiffness of the connection was given. The results show that the change of the thickness of angle steel has little influence on the initial stiffness of the connection, but it has great influence on the plastic stiffness and the bearing capacity of the connection. The short and long limb length ratio of angle steel has obvious influence on the stiffness and bearing capacity of the connection within a certain range, and it only has great influence on the bearing capacity of the connection beyond the scope. The change of bolt diameter has some influence on the bearing capacity and stiffness of the connection, but the influence degree is small, and it is not the main parameter.

参考文献/References:

相似文献/References:

[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.
　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.
[2]周天华,聂少锋,郭新艳.削弱梁端的方钢管混凝土柱-钢梁框架结构静力弹塑性分析[J].建筑科学与工程学报,2009,26(01):84.
　ZHOU Tian-hua,NIE Shao-feng,GUO Xin-yan.Static Elasto-plastic Analysis of Concrete-filled Square Tubular Column to Steel Beam Frame Structure with Reduced Beam Section[J].Journal of Architecture and Civil Engineering,2009,26(04):84.
[3]吴 波,王 辉,刘晓珠.内置高强角钢的方钢管混凝土柱偏压性能试验[J].建筑科学与工程学报,2021,38(02):16.[doi:10.19815/j.jace.2021.02023]
　WU Bo,WANG Hui,LIU Xiao-zhu.Experiment on Eccentric Compressive Behaviors of Square CFST Columns with Built-in High-strength Steel Angles[J].Journal of Architecture and Civil Engineering,2021,38(04):16.[doi:10.19815/j.jace.2021.02023]
[4]马腾飞,陈志华,杜颜胜.L形方钢管再生混凝土组合异形柱偏压承载力计算方法[J].建筑科学与工程学报,2025,42(01):82.[doi:10.19815/j.jace.2022.07095]
　MA Tengfei,CHEN Zhihua,DU Yansheng.Calculation method of eccentric load-bearing capacity of L-shaped column composed of recycled aggregate concrete-filled square steel tube[J].Journal of Architecture and Civil Engineering,2025,42(04):82.[doi:10.19815/j.jace.2022.07095]

备注/Memo

备注/Memo:
更新日期/Last Update: 2017-07-20