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
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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 |
DOI | 10.1360/03ye9008 |
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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