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复杂地基应力分析的有限元法
引用本文:周维禄,丁恩俊.复杂地基应力分析的有限元法[J].西南农业大学学报,2006,28(5):702-705,736.
作者姓名:周维禄  丁恩俊
作者单位:西南大学资源环境学院,重庆400716
基金项目:国家水利电力部资助项目.本文在写作过程中得到了西南大学魏朝富研究员的悉心指导,在此表示衷心的感谢.
摘    要:以宝殊寺水利工程为研究对象,研究采用有限元法对其复杂地基整体应力进行了分析.结果表明,与材料力学计算比较,在离地基1/3坝高以上,应力分布与材料力学计算结果较为接近,而靠近地基和基础部分应力变化较大。因此,应力分析的有限元法比材料力学方法计算更真实地反映出基础应力分布的情况。为选址和设计提供了重要的科学依据.

关 键 词:有限元法  复杂地基  应力
文章编号:1000-2642(2006)05-0702-04
收稿时间:2005-12-25
修稿时间:2005-12-25

APPLICATION OF THE FINITE ELEMENT METHOD IN ANALYZING COMPLEX GROUND STRESS
ZHOU Wei-In,DING En-inn.APPLICATION OF THE FINITE ELEMENT METHOD IN ANALYZING COMPLEX GROUND STRESS[J].Journal of Southwest Agricultural University,2006,28(5):702-705,736.
Authors:ZHOU Wei-In  DING En-inn
Institution:College of Resources and Environment, Southwest University, Chongqing 400716, China
Abstract:The finite element method(FEM) was used to analyze the full stress of the complex ground base in the Baozhusi Water Conservation Project.Compared with the calculation methods in material mechanics,FEM gave similar results of stress distribution in the part of 1/3 dam height from the ground base.However,the results of calculation of stress distribution in the part close to the ground base and foundation.FEM can reflect stress distribution more accurately than the conventional calculation methods in material mechanics and is, therefore,recommended for adoption in dam site choice and design.
Keywords:The finite element method(FEM)  complex ground base  stress
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