[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 `.`FgaJ |  
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 Jfe~ ,cI  
做的地基承载力分析， ?'T"?b<  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer D "JMSL4r  
Clay Soil by Finite Element Method 4&#vU(-H  
Ming Zhu BASO$?jf4  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor fN~8L}!l  
Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough /M5=tW#e  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite 0^-z?Kb<}  
element analysis software ABAQUS. The computational results are compared with published VG? yL2y  
lower bound and upper bound solutions by limit analysis. lv*Wnn@k  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular C6Um6X9/i  
Footings ZS07_6.~  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2 @`#OC#  
4
yJ01s  
Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. rCV$N&rK  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based <e@I1iL37y  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and A0'tCq]?0  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the J$o[$G_Z  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as pmE1EDPag  
an alternative. ={e#lC  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) 37GHt9l  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional &QiAM`MbC=  
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