中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Optimum design method for double-layer thick-walled concrete cylinder with different modulus

文献类型:期刊论文

作者Lu, Ai-Zhong1; Xu, Gui-Sheng1; Zhang, Lu-Qing2
刊名MATERIALS AND STRUCTURES
出版日期2011-06-01
卷号44期号:5页码:923-928
关键词Thick-walled cylinder with different modulus Stress concentration Limit bearing capacity Minimum wall thickness Best ratio of Young's modulus of elasticity
ISSN号1359-5997
DOI10.1617/s11527-010-9676-7
文献子类Article
英文摘要The stress state of thick-walled cylinder will be improved when it is composed of multi-layer concrete with different Young's modulus of elasticity. The optimum design method for double-layer concrete cylinders is discussed in this paper. When the modulus of the inner-layer concrete is less than the outer one, the stress concentration on the cylinder inner surface will be relieved and the maximum tangential stress may be transferred from the inner surface of inner-layer to the inner surface of outer-layer, where is in triaxial stress state. The elastic limit bearing capacity of double-layer concrete cylinder will be improved due to the high compressive strength of concrete in triaxial stress state. Compared with the conditional single-layer thick-walled cylinder, the thickness of the double-layer cylinder can be reduced evidently. On the basis of stress solution of double-layer cylinder and by using the mixed penalty function method, the minimum wall thickness required, the best thickness ratio and the modulus ratio of inner layer to outer layer are calculated for cases in which the external load and uniaxial compressive strength are known already. If the thickness and uniaxial compressive strength is given, the best thickness ratio and modulus ratio of inner layer to outer layer can also be proposed by using the mixed penalty function method.
WOS关键词OPTIMIZATION
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
语种英语
WOS记录号WOS:000290727100004
出版者SPRINGER
资助机构National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047) ; National Natural Science Foundation of China(50874047)
源URL[http://ir.iggcas.ac.cn/handle/132A11/74448]  
专题中国科学院地质与地球物理研究所
通讯作者Lu, Ai-Zhong
作者单位1.N China Elect Power Univ, Inst Hydroelect & Geotech Engn, Beijing 102206, Peoples R China
2.Chinese Acad Sci, Key Lab Engn Geomech, Inst Geol & Geophys, Beijing 100029, Peoples R China
推荐引用方式
GB/T 7714
Lu, Ai-Zhong,Xu, Gui-Sheng,Zhang, Lu-Qing. Optimum design method for double-layer thick-walled concrete cylinder with different modulus[J]. MATERIALS AND STRUCTURES,2011,44(5):923-928.
APA Lu, Ai-Zhong,Xu, Gui-Sheng,&Zhang, Lu-Qing.(2011).Optimum design method for double-layer thick-walled concrete cylinder with different modulus.MATERIALS AND STRUCTURES,44(5),923-928.
MLA Lu, Ai-Zhong,et al."Optimum design method for double-layer thick-walled concrete cylinder with different modulus".MATERIALS AND STRUCTURES 44.5(2011):923-928.

入库方式: OAI收割

来源:地质与地球物理研究所

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