您当前的位置:首页>论文资料>G550高强冷弯薄壁槽钢受弯构件力学性能与设计方法

G550高强冷弯薄壁槽钢受弯构件力学性能与设计方法

资料类别:论文资料

文档格式:PDF电子版

文件大小:4.71 MB

资料语言:中文

更新时间:2024-12-06 17:33:41



推荐标签:

内容简介

G550高强冷弯薄壁槽钢受弯构件力学性能与设计方法 第38卷第5期 2016年10月
土木建筑与环境工程
Journal of Civil,Architectural &.Environmental Engineering
doi:10.11835/j.issn.1674-4764.2016. 05.013
Vol. 38 No. 5 Oct. 2016
回瓷回
G550高强冷弯薄壁槽钢受弯构件力学性能
与设计方法赵金友,王钧,董俊巧
(东北林业大学土木工程学院,哈尔滨150040)
尚能影
摘要:为了研究高强冷弯薄壁槽钢受弯构件的力学性能和设计方法,对3种板件加劲形式的 G550高强冷弯薄壁型钢槽形截面受弯构件进行了试验研究和有限元参数分析。结果表明,板件加劲形式对高强冷弯薄壁槽钢受弯构件屈曲模式和受弯承载力有显著影响,翼缘V形加劲比腹板V 形加劲能够更有效地提高构件抗弯承载力,构件抗弯承载力的变化规律与屈曲模式有关。根据有限元参数分析结果,在已有直接强度法基础上回归出适用于高强冷弯薄壁槽钢受弯构件的直接强度法修正公式。
关键词:高强冷弯薄壁槽钢;受弯构件;力学性能;直接强度法;抗弯承载力
中图分类号:TU392.1
文献标志码:A
文章编号:1674-4764(2016)05-0099-09
MechanicalpropertiesanddesignmethodofG550
high-strengthcold-formedthin-walledchannelflexuralmembers
ZhaoJinyou,Wang Jun,Dong Junqiao
(College of Civil Engineering, Northeast Forestry University, Harbin 150040, P. R. China)
Abstract:Static test and finite element analysis of high strength cold-formed thin-walled channel flexural members with three types of stiffeners in the flanges and the web were conducted respectively to investigate the mechanical properties and design method of G55o high strength cold-formed thin-walled channel flexural members. The results showed that stiffener type had a significant effect on the member's bending strength and buckling modes. V type stiffeners in the flanges could increase the bending strength more significantly than V type stiffeners in the web. The change law of the bending strength was related to the buckling mode. Based on the existing direct strength method (DSM) formulas as standard, the revised DSM formulas of high strength cold-formed thin-walled channel flexural members were established according to finite element analysis results.
收稿日期:2015-09-11
基金项目:黑龙江省自然科学基金(E2015056);中国博士后科学基金(2015M581411);住房和城乡建设部科学技术项目
(2016-K5-040)
作者简介:赵金友(1977-),男.副教授.博士,主要从事钢结构研究,(E-mail)jinyou2000@163.com。
王钧(通信作者),女,教授.博士博生生导师,(E-mail)jun.w.619@163.com。
Received:2015-09-11
Foundation item: Natural Science Foundation of Heilongjiang Province (No. E2015056) China Postdoctoral Science
Foundation(No. 2015M581411); Science and Technology Project of Ministry of Housing and Urban Rural Development (No. 2016-K5-040)
Author brief:Zhao Jinyou(1977-),associate professor, PhD, main research interest: steel structures, (E-mail) jinyou2000
163.com.
万方数据ang Jun(corresponding author),professor,PhD,doctorial supervisor,(E-mail)jun.w.619@163.com
上一章:PAC与PAM复合絮凝剂处理泡菜废水 下一章:水平荷载作用下斜坡刚性桩非线性分析

相关文章

冷弯薄壁加劲Z型钢双向受弯构件畸变性能分析 偏心受压冷弯薄壁槽钢的卷边角度优化设计 CFRP加固冷弯薄壁C型钢长构件的轴压承载力 细晶粒高强钢筋混凝土梁受弯性能试验与参数分析 双肢冷弯薄壁C型钢房屋结构理论与设计 冷弯薄壁型钢混凝土剪力墙抗震性能研究 改性竹筋混凝土受弯构件力学性能试验研究 碳纤维混凝土受弯构件抗弯性能试验研究