[资料原创]abaqus 计算分析 [复制链接]

abaqus 计算分析

是软件还是应用软件分析 UujFZg[-P9  
啊

是英文的 水平低比较难看啊  中文的最好了

好东西，多谢~~~~~~~~~~~~~

abaqus ;Q2p~-0Q  
做的地基承载力分析， P~:W+!@5v  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer ~^IS{
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Clay Soil by Finite Element Method o_EXbS]C  
Ming Zhu z8mR< q%`  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor +tOBt("5/  
Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough .dVo[m;
 
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite JB'q_dS}  
element analysis software ABAQUS. The computational results are compared with published e0*',  
lower bound and upper bound solutions by limit analysis. u/cL[_Q  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular -";'l@D=  
Footings VA)3=8
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Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 ~c :e0}  
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Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. 6U7z8NV&[  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based ?G
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on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and =6q?XOM  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the 'sY>(D*CQ  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as =M7FD  
an alternative. aM3%Mx?w  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) or~o'  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional @ MNL  
analysis; Limit states.

           

介绍一下详细内容，谢谢

期待着下载，谢谢提供，谢谢

辛苦了 看看好好学习一下