期刊导航

论文摘要

基于位移场的薄壁箱梁结构约束扭转和畸变效应分析

Analysis of Restrained Torsion and Distortion Effect for Thin walled Box Girder Structure Based on Displacement Field

作者:卢彭真(西南交通大学 土木工程学院,四川 成都 610031);魏召兰(西南交通大学 土木工程学院,四川 成都 610031);占玉林(西南交通大学 土木工程学院,四川 成都 610031)

Author:(School of Civil Eng., Southwest Jiaotong Univ., Chengdu 610031, China);(School of Civil Eng., Southwest Jiaotong Univ., Chengdu 610031, China);(School of Civil Eng., Southwest Jiaotong Univ., Chengdu 610031, China)

收稿日期:2007-10-22          年卷(期)页码:2009,41(1):74-79

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:桥梁工程;薄壁箱梁单元;力学特征位移场;广义自由度

Key words:bridge engineering; element of thin walled box girder; displacement field of mechanical character; generalized degree of freedom

基金项目:西南交通大学青年教师科研起步资助项目(2007Q097)

中文摘要

为了正确把握异型薄壁箱梁结构的受力行为,提高结构的计算精度,提出基于位移场的假设,将结构断面上的各参数集中到结构轴线上,根据结构力学特征建立广义自由度的位移模型,把三维空间结构简化成一维梁结构,得到一种在普通梁理论基础上考虑约束扭转和畸变效应的一维杆系分析单元。利用该理论结合空间杆系分析法进行参数分析。结果表明该方法的计算精度比普通梁理论要高,计算工作量比空间板壳理论更简便,能直接得到结构的内力。该理论结合杆系分析法能够有效解决受力行为复杂的异型薄壁结构计算分析的问题。

英文摘要

On the basis of the hypothetic displacement field, various parameters of the box girder section are concentrated in the structural axis, and the displacement model of the generalized degree of freedom is built based on the mechanical character of the box girder.In this case, three dimensional space structures can be simplified as one dimensional structure, and the element of the thin walled box beam can be obtained.Theories of the element take account of the mechanical character of the thin walled box girder structure based on the basic beam theory, which improved significantly the calculation accuracy of the thin walled box beam structure. In addition, the results of the engineering application based on this paper and space grillage analysis method validate that this theory is exact and simple, and it offers a practical and simple way to solve the analysis problem with complex thin walled structure.

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