中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Model and numerical analysis of 3D corrosion layer of reinforced concrete structure

文献类型:期刊论文

作者Ge, XR1,2; Li, YH2
刊名SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES
出版日期2003
卷号46期号:1页码:82-92
关键词Corrosion At The End 3d Corrosion Layer Patch Element Model Fictitious Corrosion Layer 3d Finite Element Method
ISSN号1006-9321
DOI10.1360/03ye9008
英文摘要

Under the assumption that the corrosion at the end of steel bolt or steel bar is shaped like the contour line of ellipsoid, a mathematic model and formulas of calculating the thickness of corrosion layer at arbitrary point are presented in this paper. Then regarding the arbitrary points of 3D corrosion layer as patch element model of fictitious displacement discontinuity, we propose the basic solution of 3D problem of the patch element acting on discontinuous displacement. With three basic assumptions of the corrosion layer, we set up the 3D numerical discreted model, and derive the stress boundary equation for fictitious corrosion layer of 3D numerical analysis. We also make the numerical stimulating calculation of the shotcrete structure at some lane using 3D finite element method. The results show that this method is effective and reasonable.

WOS研究方向Engineering ; Materials Science
语种英语
WOS记录号WOS:000181238600008
出版者SCIENCE CHINA PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/3107]  
专题岩土力学所知识全产出_期刊论文
作者单位1.Chinese Acad Sci, Wuhan Inst Rock & Soil Mech
2.Shanghai Univ, Dept Civil Engn
推荐引用方式
GB/T 7714
Ge, XR,Li, YH. Model and numerical analysis of 3D corrosion layer of reinforced concrete structure[J]. SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,2003,46(1):82-92.
APA Ge, XR,&Li, YH.(2003).Model and numerical analysis of 3D corrosion layer of reinforced concrete structure.SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES,46(1),82-92.
MLA Ge, XR,et al."Model and numerical analysis of 3D corrosion layer of reinforced concrete structure".SCIENCE IN CHINA SERIES E-TECHNOLOGICAL SCIENCES 46.1(2003):82-92.

入库方式: OAI收割

来源:武汉岩土力学研究所

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