[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 IXU~&5&J  
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 r1zuc:W1  
做的地基承载力分析， /H$/s=YU\U  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer -{a&Zkz>V  
Clay Soil by Finite Element Method KHt.g`1:R  
Ming Zhu `+EjmY  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor /@f3|L<1@V  
Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough ]z5gC`E0  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite H
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element analysis software ABAQUS. The computational results are compared with published "~aCW~  
lower bound and upper bound solutions by limit analysis. X5wYfN  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular PH3#\ v.   
Footings [";<YR7iRN  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 J;cTEB  
V-%Am  
Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. gTwxmp.,  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based 5b-: e? |  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and m\?H <o0  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the Jp]eFaqp  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as l]v>PIh~N  
an alternative. Rjz~n38.  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) KsBi<wY  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional RE}$(T=  
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