期刊文献+

塑性力学问题的一种近似算法 被引量:4

APPROXIMATE METHOD OF PLASTICITY THEORY
下载PDF
导出
摘要 以e-p曲线为基础的塑性力学新方法与经典方法相比具有不少优点,但毕竟只有少数问题能求得解析解,大量的问题还是得依靠数值方法。探讨了以新方法为基础的塑性力学问题近似数值算法,实例表明,这一近似算法有较好的实用性。 The new method of plasticity based on e-p curve is of obvious advantages over the classical theory method. However, the analytic solutions can be obtained for only a limited number of problems, and a large number of problems have to rely on numerical method to obtain their solutions. An approximate numerical method of the new method is studied in this paper. Example shows that the approximate method is of a good future.
作者 李铀 彭意
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2003年第3期378-382,共5页 Chinese Journal of Rock Mechanics and Engineering
基金 中国科学院"九五"基础性研究重点项目资助课题(KJ952-J1-256)
关键词 塑性力学 e—P曲线 近似算法 弹性力学 Algorithms Plasticity
  • 相关文献

参考文献7

二级参考文献9

共引文献30

同被引文献15

  • 1李铀 陈至达 等.材料弹性变形与塑性变形相互关系的探讨[J].岩土力学,1988,9(3):41-50.
  • 2LI Yong-sheng, XIA Cai-chu. Time-dependent tests on intact rocks in uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 2000, 37(3): 467-475.
  • 3Chunhe Yang, J J K Daemen Jian-Hua Yin. Experimental investigation of creep behavior of salt rock[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(3): 233-242.
  • 4Enrico Maranini, Tsutomu Yamaguchi. A non-associated viscoplastic model for the behaviour of granite in triaxial compression[J]. Mechanics of Materials, 2001, 33(5):283 -293.
  • 5Maranini E, Brignoli M. Creep behaviour of a weak rock:experimental characterization[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(1):127-138.
  • 6Shao JF, Zhu QZ, Su K. Modeling of creep in rock materials in terms of material degradation[J]. Computers and Geotechnics, 2003, 30(7): 549-555.
  • 7李铀,Mathew Mauldon.岩土工程中的二个理论问题的探讨[J].岩石力学与工程学报,1999,18(2):227-229. 被引量:13
  • 8刘珏,李铀.运用塑性力学新方法研究预埋件[J].山西建筑,2010,36(23):2-4. 被引量:1
  • 9陈欣,李铀.基于e-p曲线的塑性力学新方法的有限元算法[J].湖南城市学院学报(自然科学版),2012,21(4):1-4. 被引量:1
  • 10曹云生,陈丽华,盖小刚,刘小光,李长暄.油松根系的固土力学机制[J].水土保持通报,2014,34(5):6-10. 被引量:13

引证文献4

二级引证文献90

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部