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摘要:
Transverse opening in a beam has a reducing effect of the beam stiffness which will cause a significant increase in beam deflection in the region on the opening. In this paper, a new stiffness matrix for a beam element with transverse opening including the effect of shear deformation has been derived. The strain energy principle is used in the derivation process of the stiffness matrix and the fixed-end force vector for the case of a concentrated or a uniformly distributed load is also derived. The accuracy of the obtained results based on the derived stiffness matrix is examined through comparison with that of the finite element method using Abaqus package and a previous study which show a good agreement with high accuracy.
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篇名 A New Stiffness Matrix for a 2D-Beam Element with a Transverse Opening
来源期刊 土木工程期刊(英文) 学科 数学
关键词 STIFFNESS Matrix TRANSVERSE OPENING SHEAR DEFORMATION INFLECTION Point
年,卷(期) 2015,(1) 所属期刊栏目
研究方向 页码范围 17-28
页数 12页 分类号 O1
字数 语种
DOI
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研究主题发展历程
节点文献
STIFFNESS
Matrix
TRANSVERSE
OPENING
SHEAR
DEFORMATION
INFLECTION
Point
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研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
总被引数(次)
0
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