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摘要:
The objective of the present paper is to develop nonlinear finite element method models for predicting the weld-induced initial deflection and residual stress of plating in steel stiffened-plate structures. For this purpose, three-dimensional thermo-elastic-plastic finite element method computations are performed with varying plate thickness and weld bead length (leg length) in welded plate panels, the latter being associated with weld heat input. The finite element models are verified by a comparison with experimental database which was obtained by the authors in separate studies with full scale measurements. It is concluded that the nonlinear finite element method models developed in the present paper are very accurate in terms of predicting the weld-induced initial imperfections of steel stiffened plate structures. Details of the numerical computations together with test database are documented.
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篇名 Three-Dimensional Thermo-Elastic-Plastic Finite Element Method Modeling for Predicting Weld-Induced Residual Stresses and Distortions in Steel Stiffened-Plate Structures
来源期刊 世界工程和技术(英文) 学科 数学
关键词 STEEL Stiffened-Plate Structures Weld-Induced Initial Distortion Weld-Induced Residual Stress Nonlinear FINITE ELEMENT Method THREE-DIMENSIONAL Ther-mo-Elastic-Plastic FINITE ELEMENT Analysis Full Scale Measurements
年,卷(期) sjgchjsyw_2018,(1) 所属期刊栏目
研究方向 页码范围 176-200
页数 25页 分类号 O1
字数 语种
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节点文献
STEEL
Stiffened-Plate
Structures
Weld-Induced
Initial
Distortion
Weld-Induced
Residual
Stress
Nonlinear
FINITE
ELEMENT
Method
THREE-DIMENSIONAL
Ther-mo-Elastic-Plastic
FINITE
ELEMENT
Analysis
Full
Scale
Measurements
研究起点
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
世界工程和技术(英文)
季刊
2331-4222
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)
482
总下载数(次)
0
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