[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 L,\Iasv  
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 D*jM1w_`  
做的地基承载力分析， Sjqpec8  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer K3C<{#r  
Clay Soil by Finite Element Method \
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Ming Zhu XW9!p.*.U  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor _F{C\}  
Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough #ob/p#k  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite rqq1TRg  
element analysis software ABAQUS. The computational results are compared with published ~[: 2I  
lower bound and upper bound solutions by limit analysis. *Ex|9FCt$  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular l6B@qYLZ  
Footings )"LJ hLg  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 l:%GH  
PH"%kCI:  
Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. $( )>g>%  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based g0 [w-?f  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and ]Dzlp7Y}  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the tkhCw/  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as !wNO8;(  
an alternative. l2d{ 73h  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) l0] EX>"E  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional BVm0{*-[|  
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