|本期目录/Table of Contents|

[1]鞠彦忠,闫冬雪,白俊峰,等.钢管十字插板连接承载力试验研究及有限元分析[J].建筑科学与工程学报,2016,33(05):77-84.
 JU Yan-zhong,YAN Dong-xue,BAI Jun-feng,et al.Experiment Research and Finite Element Analysis of Ultimate Bearing Capacity of Steel Tube Connection with Cross Flashboard[J].Journal of Architecture and Civil Engineering,2016,33(05):77-84.
点击复制

钢管十字插板连接承载力试验研究及有限元分析(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
33卷
期数:
2016年05期
页码:
77-84
栏目:
出版日期:
2016-09-30

文章信息/Info

Title:
Experiment Research and Finite Element Analysis of Ultimate Bearing Capacity of Steel Tube Connection with Cross Flashboard
作者:
鞠彦忠闫冬雪白俊峰王德弘王新颖曾能先
东北电力大学建筑工程学院
Author(s):
JU Yan-zhong,YAN Dong-xue, BAI Jun-feng, WANG De-hong, WANG Xin-ying, ZENG Neng-xian
School of Civil Engineering and Architecture, Northeast Dianli University
关键词:
十字插板连接极限承载力破坏模式试验研究有限元分析
Keywords:
connection with cross flashboard ultimate bearing capacity failure mode experiment research finite element analysis
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为了研究广东某新建220 kV输电钢管塔交叉斜材连接所采用的十字插板连接形式的受力性能,选用连接处8组足尺连接节点进行承载力试验,连接件形式分别采用普通条形板、角钢、弯折板;结合试验结果,运用ANSYS软件对试件进行非线性有限元分析及参数分析,给出了连接件面积与钢管面积比值、钢管开槽长度与钢管管径比值的临界解。结果表明:该输电塔交叉斜材钢管管径配合下的十字插板连接安全可靠但不够经济,在轴压作用下采用近似等面积的角钢和弯折板连接件形式对节点承载力无影响;连接件面积与钢管面积比值大于临界解时,钢管发生弹塑性失稳破坏,小于临界解时,十字插板连接位置发生破坏。
Abstract:
In order to study the mechanical characteristics of the connection with cross flashboard which was used in a new 220 kV steel tower cross diagonal member connection in Guangdong, the experiment study was carried out on bearing capacity of 8 groups of full scale join joints, which were in the form of regular bar plate, angle steel and bending plate respectively. Combined with the test results, the nonlinear finite element analysis and the parameter analysis of the test specimens were carried out using ANSYS. The critical values of the ratio of connection area to steel tube area and the ratio of slot length of steel tube to diameter of steel tube were given. The study results show that the connection with cross flashboard fitted with the diameter of steel tube is safe and reliable, but not economic enough. The angle steel and bending plate connections with approximate areas have no effect on bearing capacity of joints under axial compression. When the ratios are greater than the critical values, the elastic and plastic buckling failures of steel tube occur. When the ratios are less than the critical values, the position of connection with cross flashboard is damaged.

参考文献/References:

相似文献/References:

[1]成 博,武振宇.组装式钢货架螺栓连接梁柱节点试验[J].建筑科学与工程学报,2013,30(03):71.
 ]CHENG Bo,WU Zhen-yu.Experiment on Bolted Beam-to-column Connections in Assembled Steel Storage Racks[J].Journal of Architecture and Civil Engineering,2013,30(05):71.
[2]高春彦,杨卫平,李 斌,等.圆钢管混凝土K型焊接管板节点受力性能试验[J].建筑科学与工程学报,2014,31(04):51.
 GAO Chun-yan,YANG Wei-ping,LI Bin,et al.Experiment on Mechanical Behavior for Concrete-filled Circular Steel Tube K-type Welded Tube-gusset Joints[J].Journal of Architecture and Civil Engineering,2014,31(05):51.
[3]刘永健,姜 磊,张 宁.钢管混凝土中钢管的纵向容许应力[J].建筑科学与工程学报,2015,32(06):1.
 LIU Yong-jian,JIANG Lei,ZHANG Ning.Longitudinal Allowable Stress of Steel Tube in Concrete-filled Steel Tube[J].Journal of Architecture and Civil Engineering,2015,32(05):1.
[4]赵均海,杜文超,张常光.CFRP-方钢管混凝土轴压短柱承载力分析[J].建筑科学与工程学报,2015,32(06):30.
 ZHAO Jun-hai,DU Wen-chao,ZHANG Chang-guang.Analysis of Load Carrying Capacity of Concrete-filled Square CFRP-steel Tubular Stub Column Under Axial Compression[J].Journal of Architecture and Civil Engineering,2015,32(05):30.
[5]林 峰,黎艳翔,董 羽.CFRP加固钢筋混凝土直剪承载力试验[J].建筑科学与工程学报,2015,32(06):43.
 LIN Feng,LI Yan-xiang,DONG Yu.Experiment on Shear Transfer Capacity of Reinforced Concrete Strengthened with CFRP[J].Journal of Architecture and Civil Engineering,2015,32(05):43.
[6]程东辉,俞永志,董志鹏.无粘结预应力再生粗骨料混凝土梁力学性能[J].建筑科学与工程学报,2016,33(01):30.
 CHENG Dong-hui,YU Yong-zhi,DONG Zhi-peng.Mechanical Properties of Unbonded Prestressed Recycled Coarse Aggregate Concrete Beam[J].Journal of Architecture and Civil Engineering,2016,33(05):30.
[7]黄海林,宾 智,祝明桥,等.T形肋GFRP抗剪连接件的静载推出试验[J].建筑科学与工程学报,2016,33(02):77.
 HUANG Hai-lin,BIN Zhi,ZHU Ming-qiao,et al.Static Push-out Tests for T-type Rib GFRP Shear Connectors[J].Journal of Architecture and Civil Engineering,2016,33(05):77.
[8]陈以一,何雅雯.基于广义塑性铰线法的压弯钢构件极限承载力计算[J].建筑科学与工程学报,2016,33(06):14.
 CHEN Yi-yi,HE Ya-wen.Calculation of Ultimate Bearing Capacity of Steel Beam-columns Based on Generalized Yield Line Method[J].Journal of Architecture and Civil Engineering,2016,33(05):14.
[9]高占远,郭彦林.焊接残余应力对Y型相贯节点极限承载力影响分析[J].建筑科学与工程学报,2016,33(06):73.
 GAO Zhan-yuan,GUO Yan-lin.Analysis on Influence of Welding Residual Stress on Ultimate Bearing Capacity of Y-joints[J].Journal of Architecture and Civil Engineering,2016,33(05):73.
[10]王苏岩,宋泽林,丁 荔.冻融循环与持载对CFRP加固高强混凝土梁变形性能的影响[J].建筑科学与工程学报,2017,34(02):26.
 WANG Su-yan,SONG Ze-lin,DING Li.Influence of Freeze-thaw Cycles and Sustained Loads on Deformation Performance of High Strength Concrete Beam Strengthened with CFRP[J].Journal of Architecture and Civil Engineering,2017,34(05):26.

备注/Memo

备注/Memo:
更新日期/Last Update: 2016-09-30