[1]杨丙文,黎雅乐,万水,等.波形钢腹板箱梁畸变应力分析[J].东南大学学报(自然科学版),2011,41(5):1065-1069.[doi:10.3969/j.issn.1001-0505.2011.05.032]
　Yang Bingwen,Li Yale,Wan Shui,et al.Stress analysis of box girders with corrugate steel webs under distorsion[J].Journal of Southeast University (Natural Science Edition),2011,41(5):1065-1069.[doi:10.3969/j.issn.1001-0505.2011.05.032]
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波形钢腹板箱梁畸变应力分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
41
期数:
2011年第5期
页码:
1065-1069
栏目:
交通运输工程
出版日期:
2011-09-20

文章信息/Info

Title:
Stress analysis of box girders with corrugate steel webs under distorsion
作者:
杨丙文1; 黎雅乐1; 万水1; 张建东2
(1东南大学交通学院,南京 210096)
(2江苏省交通科学研究院,南京 210017)
Author(s):
Yang Bingwen1; Li Yale1; Wan Shui1; Zhang Jiandong2
(1School of Transportation, Southeast University, Nanjing 210096, China)
(2Jiangsu Transportation Research Institute, Nanjing 210017, China)
关键词:
波形钢腹板; 箱梁; 力系平衡; 畸变
Keywords:
corrugated steel webs;  box girders;  balanced system of forces;  distortion
分类号:
U448.21
DOI:
10.3969/j.issn.1001-0505.2011.05.032
摘要:
在箱梁理论的基础上,根据波形钢腹板箱梁的力学特性,对波形钢腹板箱梁由畸变引起的翘曲正应力进行了研究.考虑到波形钢腹板具有褶皱效应,把波形钢腹板看作正交异性板,利用波形钢腹板箱梁中各板元平面力系的平衡关系,推导出波形钢腹板箱梁的畸变控制微分方程.采用弹性地基梁法解出波形钢腹板箱梁的畸变角和畸变双力矩,最终得到纵向畸变正应力.通过算例对比分析相同截面的波形钢腹板箱梁和混凝土箱梁的畸变翘曲正应力,计算结果表明,波形钢腹板箱梁相对普通混凝土箱梁的横向框架刚度较小,因此由畸变产生的翘曲正应力大于混凝土箱梁的畸变翘曲正应力.
Abstract:
According to mechanical characteristics of box girders with corrugated steel webs and theory of box girders, the warping normal stress of box girders with corrugated steel webs caused by distortion is studied. Considering that corrugated webs have fold effects, the corrugated webs are regarded as an orthotropic plate. Distortion governing differential equations of box girders with corrugated steel webs are derived under the equilibrium relation of plane force system within them. Their distortion angle and distortion bimoment are obtained using the beam elastic foundation(BEF) method, and then the longitudinal distortion stress is obtained. An analytical example is given to compare two types of box girders, concrete box girders and box girders with corrugated steel webs. The results of the example demonstrate that the box girders with corrugated steel webs have less lateral frame stiffness than concrete ones; thus, the distortional warping normal stress of box girders with corrugated steel webs is larger than that of concrete box girders.

参考文献/References:

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备注/Memo

备注/Memo:
作者简介:杨丙文(1983—),男,博士生;万水(联系人),男,博士,教授,博士生导师,wanshui60421@yahoo.com.
基金项目:国家自然科学基金资助项目(50078014).
引文格式: 杨丙文,黎雅乐,万水,等.波形钢腹板箱梁畸变应力分析[J].东南大学学报:自然科学版,2011,41(5):1065-1069.[doi:10.3969/j.issn.1001-0505.2011.05.032]
更新日期/Last Update: 2011-09-20