|本期目录/Table of Contents|

[1]周绪红,李喆,刘永健,等.冷弯薄壁型钢拼合截面柱轴压承载力计算[J].建筑科学与工程学报,2012,29(04):1-6.
 ZHOU Xu-hong,LI Zhe,LIU Yong-jian,et al.Calculation Method for Bearing Capacity of Cold-formed Steel Built-up Columns Under Axial Compression[J].Journal of Architecture and Civil Engineering,2012,29(04):1-6.
点击复制

冷弯薄壁型钢拼合截面柱轴压承载力计算(PDF)
分享到:

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

卷:
29卷
期数:
2012年04期
页码:
1-6
栏目:
出版日期:
2012-12-30

文章信息/Info

Title:
Calculation Method for Bearing Capacity of Cold-formed Steel Built-up Columns Under Axial Compression
作者:
周绪红1,2,李喆1,刘永健1,石宇1
1. 长安大学 建筑工程学院,陕西 西安 710061; 2. 兰州大学 土木工程与力学学院,甘肃 兰州 730000
Author(s):
ZHOU Xu-hong1,2, LI Zhe1, LIU Yong-jian1, SHI Yu1
1. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 2. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, Gansu, China
关键词:
冷弯薄壁型钢 轴压承载力 数值分析 拼合效应 屈曲模态
Keywords:
cold-formed steel bearing capacity under axial compression numerical analysis built-up effect bucking mode
分类号:
TU392.1
DOI:
-
文献标志码:
A
摘要:
为了研究冷弯薄壁型钢拼合截面柱的轴压承载力,对各国有关冷弯薄壁型钢拼合截面柱的轴压试验进行了ANSYS有限元模拟分析,有限元计算结果与试验结果吻合良好,从而验证了有限元方法的正确性。采用有限元方法分析了构件截面形式、截面尺寸以及长细比对冷弯薄壁型钢拼合截面柱拼合效应的影响,提出了冷弯薄壁型钢拼合截面柱轴压承载力的简化计算方法。分析结果表明:随着长细比的增大,拼合截面柱的拼合效应随之增大。对于主要通过螺钉将腹板进行拼合的构件,当翼缘宽厚比一定时,随着截面宽高比的增大,腹板拼合的整体性增强,从而使拼合效应增大,而截面面积的改变对拼合效应的影响则不是很明显。
Abstract:
In order to investigate bearing capacity of cold-formed steel built-up columns under axial compression, authors used ANSYS finite element program to analyze the cold-formed steel built-up columns at home and abroad. Compared with experimental results, the validity of the finite element method(FEM)was verified. Furthermore, a detailed parametric study by FEM was carried out to mainly determine the influence of cross-section form, cross-section dimension and slenderness ratio of component for the built-up effect. The simplified calculation method to the bearing capacity of cold-formed steel built-up columns under axial compression was extracted. The analytical results show that with the increase of the slenderness ratio, the built-up effect improves. As for these columns connected with screws through web, when width-thickness ratio of flange is certain, with the increase of width-height ratio of cross-section, the integrity of the built-up web increases, which leads the built-up effect to strengthen. But the influences of different areas of cross-sections are not so obvious.

参考文献/References:

[1] AISI S100-2007,North American Specification for the Design of Cold-formed Steel Structural Members[S].
[2]WHITTLE J,RAMSEYER C.Buckling Capacities of Axially Loaded,Cold-formed,Built-up C-channels[J].Thin-walled Structures,2009,47(2):190-201.
[3]PETERS G K.An Investigation of the Effects of Fastener Spacing in Build-up Cold-formed Steel Compression Members[D].Halifax:University of Dalhousie,2003.
[4]STONE T A,LABOUBE R A.Behavior of Cold-formed Steel Built-up I-sections[J].Journal of Thin- Walled Structures,2005,43(12):1805-1817.
[5]郭彦林,张婀娜.卷边翼缘工形截面构件在轴心压力作用下的稳定承载力研究[J].工业建筑,2009,39(9):7-14. GUO Yan-lin,ZHANG E-nuo.Load-carrying Capacity of Lipped H-section Members Under Axial Load[J].Industrial Construction,2009,39(9):7-14.
[6]李元齐,姚行友,沈祖炎,等.高强冷弯薄壁型钢抱合箱形截面受压构件承载力试验研究[J].建筑结构,2011,41(6):36-41. LI Yuan-qi,YAO Xing-you,SHEN Zu-yan,et al.Load-carrying Capacity of 550 MPa High-strength Cold-formed Thin-walled Steel Built-up Box Section Columns[J].Building Structure,2011,41(6):36-41.
[7]JGJ 227—2011,低层冷弯薄壁型钢房屋建筑技术规程[S]. JGJ 227—2011,Technical Specification for Low-rise Cold-formed Thin-wall Steel Buildings[S].
[8]周天华.拼合截面冷弯薄壁型钢柱轴压承载力试验研究报告[R].西安:长安大学,2008. ZHOU Tian-hua.Report on the Performance of Cold-formed Steel Multi-limbs Built-up Columns Under Axial Compression[R].Xi'an:Chang'an University,2008.
[9]周天华,聂少锋,刘向斌.冷弯薄壁型钢开口三肢拼合立柱轴压性能试验研究[J].建筑结构学报,2012,33(3):22-29. ZHOU Tian-hua,NIE Shao-feng,LIU Xiang-bin.Experimental Study on Cold-formed Steel Three Limbs Built-up Section Members Under Axial Compression[J].Journal of Building Structures,2012,33(3):22-29.
[10]周天华,杨东华,聂少锋,等.四肢拼合冷弯薄壁型钢截面立柱轴压性能试验研究及数值分析[J].土木工程学报,2012,45(1):77-85. ZHOU Tian-hua,YANG Dong-hua,NIE Shao-feng,et al.Experimental Study and Numerical Analysis of the Behavior of Cold-formed Steel Quadruple-C Built-up Section Members Under Axial Compression[J].China Civil Engineering Journal,2012,45(1):77-85.
[11]GB 50018—2002,冷弯薄壁钢结构技术规范[S]. GB 50018—2002,Technical Code of Cold-formed Thin-wall Steel Structures[S].

相似文献/References:

[1]高婷婷,周绪红,刘永健,等.采用GB 50018—2002计算壁厚小于2 mm的受弯构件承载力的适用性分析[J].建筑科学与工程学报,2013,30(04):91.
 GAO Ting-ting,ZHOU Xu-hong,LIU Yong-jian,et al.Applicability Analysis of Bear Capacity of Flexural Members with Thickness Less than 2 mm Calculated Using GB 50018—2002[J].Journal of Architecture and Civil Engineering,2013,30(04):91.
[2]石 宇,王身伟,刘永健.冷弯薄壁型钢单颗自攻螺钉抗剪连接性能研究[J].建筑科学与工程学报,2014,31(02):57.
[3]石宇,周绪红,刘永健.冷弯薄壁卷边槽钢偏心受压构件承载力计算的折减强度法[J].建筑科学与工程学报,2011,28(03):40.
 SHI Yu,ZHOU Xu-hong,LIU Yong-jian.Strength-reduction Method for Load-carrying Capacity of Cold-formed Thin-walled Lipped Channel Members Under Eccentric Compression[J].Journal of Architecture and Civil Engineering,2011,28(04):40.
[4]王娟,赵均海,吴赛,等.基于统一强度理论的矩形钢管混凝土短柱轴压承载力计算[J].建筑科学与工程学报,2011,28(03):88.
 WANG Juan,ZHAO Jun-hai,WU Sai,et al.Calculation of Axial Bearing Capacity of Rectangular Concrete-filled Steel Tube Short Column Based on Twin Shear Unified Strength Theory[J].Journal of Architecture and Civil Engineering,2011,28(04):88.
[5]刘向斌,周天华,聂少锋,等.冷弯薄壁型钢开口三肢拼合立柱轴压性能有限元分析[J].建筑科学与工程学报,2011,28(03):119.
 LIU Xiang-bin,ZHOU Tian-hua,NIE Shao-feng,et al.Finite Element Analysis of Cold-formed Thin-walled Steel Three Open Limbs Built-up Columns Under Axial Compression[J].Journal of Architecture and Civil Engineering,2011,28(04):119.
[6]刘朝,赵均海,王娟,等.配筋圆钢管混凝土短柱轴压承载力分析[J].建筑科学与工程学报,2011,28(04):92.
 LIU Zhao,ZHAO Jun-hai,WANG Juan,et al.Analysis of Axial Bearing Capacity of Reinforced Concrete-filled Circular Steel Tube Short Columns[J].Journal of Architecture and Civil Engineering,2011,28(04):92.
[7]聂少锋,周天华,熊智刚,等.冷弯薄壁型钢开洞组合墙体抗剪性能研究[J].建筑科学与工程学报,2012,29(01):101.
 NIE Shao-feng,ZHOU Tian-hua,XIONG Zhi-gang,et al.Research on Shear Resistance Behavior of Cold-formed Thin-walled Steel Composite Walls with Opening[J].Journal of Architecture and Civil Engineering,2012,29(04):101.
[8]刘向斌,周天华,何鑫,等.冷弯薄壁型钢住宅结构整体扭转效应分析[J].建筑科学与工程学报,2012,29(02):83.
 LIU Xiang-bin,ZHOU Tian-hua,HE Xin,et al.Analysis of Torsional Effect of Cold-formed Thin-walled Steel Residence Structure[J].Journal of Architecture and Civil Engineering,2012,29(04):83.
[9]孙珊珊,赵均海,薛颢,等.钢骨-方钢管自密实高强混凝土短柱的轴压承载力[J].建筑科学与工程学报,2009,26(04):95.
 SUN Shan-shan,ZHAO Jun-hai,XUE Hao,et al.Axial Bearing Capacity of Square Steel Tube Short Columns Filled with Steel-reinforced Self-consolidating High-strength Concrete[J].Journal of Architecture and Civil Engineering,2009,26(04):95.
[10]刘晶波,陈鸣,刘祥庆,等.低层冷弯薄壁型钢结构住宅整体性能分析[J].建筑科学与工程学报,2008,25(04):6.
 LIU Jing-bo,CHEN Ming,LIU Xiang-qing,et al.Integral Behavior Analysis of Cold-formed Thin-walled Steel Framing System of Low-rise Residential Buildings[J].Journal of Architecture and Civil Engineering,2008,25(04):6.

备注/Memo

备注/Memo:
收稿日期:2012-10-12
基金项目:国家自然科学基金项目(51108033); 中央高校基本科研业务费专项资金项目(CHD2012ZD006)
作者简介:周绪红(1956-),男,湖南南县人,教授,博士研究生导师,中国工程院院士,工学博士,E-mail:zhouxuhong@126.com。
更新日期/Last Update: 2012-12-20