[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 yf5X=f.%@  
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 0>PO4WFVJ  
做的地基承载力分析， (W.euQy  
不仅要知其然，还要知其所以然

Thanks

Bearing Capacity of Strip Footings on Two-layer ,$ICv+7]  
Clay Soil by Finite Element Method kzs}U'U  
Ming Zhu ^%|(dMo4  
Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor !?Tu pi  
Abstract: Parametric study was carried out to evaluate the ultimate bearing capacity of a rough _J}vPm  
strip footing resting on two-layer clay soil. Computations were performed by the commercial finite <fY<.X  
element analysis software ABAQUS. The computational results are compared with published EFl[u+ 1tx  
lower bound and upper bound solutions by limit analysis. ,nMc. G3  
Keywords: Bearing Capacity, Strip Footings, Two-layer Soil, Finite Element Method.

Shape Factors for Limit Loads on Square and Rectangular !"E&Tk}  
Footings =Ewa}$-  
Ming Zhu1 and Radoslaw L. Michalowski, F.ASCE2  5" U8|  
N"~P` H![x  
Abstract: Earlier proposals for shape factors used in calculations of bearing capacity of square and rectangular footings are examined. ye U4,Ko  
These proposals are based on empirical data for small footings, whereas a new suggestion for these factors presented in this paper is based )4[{+OJa  
on the elasto-plastic model of the soil and finite element analysis. The earlier factors modifying the contribution of cohesion and "yMr\jt~-  
overburden were found to be conservative, but acceptable in design. However, the earlier proposals for the shape factor that affects the >c~~
i-=  
contribution of the soil weight to the bearing capacity indicate contradictory trends, and the factor calculated in this paper is suggested as X/,4hjg  
an alternative. mea]m)P  
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(223) )F;[  
CE Database subject headings: Footings; Foundations; Bearing capacity; Shape; Finite element method; Three-dimensional GiBq1U-Q  
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