首页 | 本学科首页   官方微博 | 高级检索  
     

修正的莫尔-库仑理论的解析和验证
引用本文:石寒. 修正的莫尔-库仑理论的解析和验证[J]. 岩土力学, 2007, 28(7): 1491-1494
作者姓名:石寒
作者单位:常州工学院,江苏,常州,213002
基金项目:致谢:作者对陆东汉(交通部第三航务工程勘察设计院)、章海远(常州工学院)和梅志千(河海大学)诸位先生提供的帮助谨表感谢.
摘    要:根据主应力可分解为静水应力和偏应力,以及它们在应力莫尔圆和变形方面的相关性,推导出修正的莫尔-库仑理论的数学表达式。从理论上解决了库仑理论和莫尔理论存在的许多缺陷,特别是中间主应力对材料抗剪强度的影响。它的四参数准则的计算结果与一些混凝土的试验数据相当吻合。

关 键 词:莫尔-库仑强度理论  抗剪强度  中间主应力  四参数准则  混凝土
文章编号:1000-7598-(2007)07-1491-04
收稿时间:2005-08-01
修稿时间:2005-08-01

Analysis and verification of modified Mohr-Coulomb''''s theory
SHI Han. Analysis and verification of modified Mohr-Coulomb''''s theory[J]. Rock and Soil Mechanics, 2007, 28(7): 1491-1494
Authors:SHI Han
Affiliation:Changzhou Institute of Technology, Changzhou 213002, China
Abstract:According to the decomposition of principal stress into hydrostatic stress and deviatoric one as well as to the correlation between them in Mohr’s circles and deformations, the paper deduces the mathematical expression of modified Mohr-Coulomb’s theory. This expression solves many shortcomings of Coulomb’s theory and Mohr’s theory theoretically and particularly, it describes the influence of intermediate principal stress on shear strength. At the same time, a four-parametric criterion is established. The computing results using this four-parametric criterion are quite agreement with those obtained from tests on concrete specimens of different kinds.
Keywords:Mohr-Coulomb’s theory of strength  shear strength  intermediate  principal stress four-parametric criterion  concrete  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号