中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor

文献类型:期刊论文

作者Hu C(胡存); Gao FP(高福平)
刊名Theoretical and Applied Mechanics Letters
出版日期2015
卷号5页码:89-92
关键词Plate anchor Bounding-surface plasticity model Pore pressure Coupled analysis
ISSN号2095-0349
中文摘要A numerical method is proposed for the elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor. The bounding-surface plasticity (BSP) model combined with Biot's consolidation theory is employed to simulate the cyclic loading induced elasto-plastic deformation of the soil skeleton and the accompanying generation/dissipation of the excess pore water pressure. The suction force generated around the anchor due to the cyclic variation of the pore water pressure has much effect on the pullout capacity of the plate anchor. The calculated pullout capacity with the proposed method (i.e., the coupled analysis) gets lower than that with the conventional total stress analysis for the case of long-term sustained loading, but slightly higher for the case of short-term monotonic loading. The cyclic loading induced accumulation of pore water pressure may result in an obvious decrease of the stiffness of the soil-plate anchor system.
分类号二类
收录类别CSCD
语种英语
CSCD记录号CSCD:5474556
源URL[http://dspace.imech.ac.cn/handle/311007/58569]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
推荐引用方式
GB/T 7714
Hu C,Gao FP. Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor[J]. Theoretical and Applied Mechanics Letters,2015,5:89-92.
APA Hu C,&Gao FP.(2015).Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor.Theoretical and Applied Mechanics Letters,5,89-92.
MLA Hu C,et al."Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor".Theoretical and Applied Mechanics Letters 5(2015):89-92.

入库方式: OAI收割

来源:力学研究所

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