|本期目录/Table of Contents|

[1]郭彦林,张庆林.波折腹板工形构件截面承载力设计方法[J].建筑科学与工程学报,2006,23(04):58.
　GUO Yan-lin,ZHANG Qing-lin.Design Method of Section Bearing Capacity of I-Type Member of Corrugated Web[J].Journal of Architecture and Civil Engineering,2006,23(04):58.
点击复制

波折腹板工形构件截面承载力设计方法(PDF)
分享到：

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

卷:
23卷
期数:
2006年04期
页码:
58
栏目:
出版日期:
2006-12-20

文章信息/Info

Title:
Design Method of Section Bearing Capacity of I-Type Member of Corrugated Web
作者:
郭彦林，张庆林
清华大学 土木工程系,北京 100084
Author(s):
GUO Yan-lin, ZHANG Qing-lin
Department of Civil Engineering, Tsinghua University, Beijing 100084, China
关键词:
波折腹板工形构件;  截面承载力;  计算模型;  应力分布
Keywords:
I-type member of corrugated web;  section bearing capacity;  calculation model;  stressdistribution
分类号:
TU357
DOI:
-
文献标志码:
A
摘要:
从波折腹板工形构件的受力机理出发,利用有限元软件ANSYS计算了波折腹板工形构件在轴压力作用、弯矩作用和剪力作用下的承载力。通过分析其截面应力分布情况,得出了波折腹板工形构件在轴压力作用和弯矩作用下由翼缘承受绝大部分荷载,在剪力作用下由腹板承受绝大部分荷载的结论,并提出了合理的截面承载力计算模型。所得结论可作为波折腹板工形构件截面承载力计算的依据。
Abstract:
Based on force mechanism of I-type member corrugated web, using finite element software ANSYS, authors calculated bearing performance of I-type member of corrugated web under the effect of axial force, bending torque and shearing force. Authors computed their bearing capacity under various loads. Through analyzing the section stress distribution, it is concluded that most of loads are taken by the flanges under effect of the axial and bending force while most of loads are taken by the web under effect of the shearing force for I-type member of corrugated web. As a result, a reasonable model was presented, which could provide references to the design and calculation on the section bearing capacity of I-type member of corrugated web.

参考文献/References:

[1] 李 时.波折腹板梁的稳定承载力研究[D].北京:清华大学,2001. LI Shi.Research on Stability Bearing Capacity of Corrugated Web Girder[D].Beijing:Tsinghua University,2001.
[2]郭彦林.波折腹板工形构件试验方案[R].北京:清华大学,2006. GUO Yan-lin.Test Project on I-Type Member of Corrugated Web[R].Beijing:Tsinghua University,2006.
[3]EASLEY J T,MCFARLAND D E.Buckling of Light Gauge Corrugated Metal Shear Diaphragms[J].Journal of the Structural Division,1969,95(7):1 497-1 516.
[4]EASLEY J T.Buckling Formulas for Corrugated Metal Shear Diaphragms[J].Journal of the Structural Division,1975,101(7):1 403-1 417.
[5]SMITH D.Behavior of Corrugated Plates Subjected to Shear[D].Orono:University of Maine,1992.
[6]CECS 102-2002,门式刚架轻型房屋钢结构技术规程[S]. CECS 102-2002,Code for Steel Structure Technology of Light Type House with Portal Steel Frame[S].
[7]范钦珊.材料力学[M].北京:高等教育出版社,2000:84. FAN Qin-shan.Material Machanics[M].Beijing:Higher Education Press,2000:84.
[8]李 时,郭彦林.波折腹板梁抗剪性能研究[J].建筑结构学报,2001,22(6):49-54. LI Shi,GUO Yan-lin.Research on Anti-shear Property of Corrugated Web Girder[J].Journal of Building Structures,2001,22(6):49-54.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2006-11-13
基金项目:奥地利-中国国际合作项目(200606)
作者简介:郭彦林(1958-),男,陕西富平人,教授,博士生导师,工学博士,E-mail:gyl@tsinghua.edu.cn。
更新日期/Last Update: 2006-12-20