[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 Hh=::Bi  
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 ghR]$SG  
做的地基承载力分析， m:<3d]L  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer }'- )  
Clay Soil by Finite Element Method r\`m[Q  
Ming Zhu s``L?9  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor oI
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Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough i*>yUav"  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite @h3)!#\N  
element analysis software ABAQUS. The computational results are compared with published 'm:B(N@+  
lower bound and upper bound solutions by limit analysis. [AwE  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular (7 iMIY  
Footings np(<Ap r  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 I78pul8!  
\[jItg,+  
Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. 0<k!F3=  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based X9w
i:  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and C3gz)!3  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the H_]kR&F8  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as | w -W=v  
an alternative. H0 t1& :  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) M?lr#}d  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional B\yid@e  
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