期刊文献+

结构的塑性分析与含体积型缺陷压力容器和管道的失效评定 被引量:11

PLASTIC ANALYSES OF STRUCTURES AND FAILURE ASSESSMENT OF PRESSURE VESSELS AND PIPING WITH VOLUMETRIC DEFECTS
原文传递
导出
摘要 本文简要综述了作者及其团队近十多年来在这一领域的系统研究成果-结构塑性极限与安定分析的数值理论及其在压力容器与管道安全评定方面的工程应用.重点介绍了多种典型的先进数值计算方法的特点和思路,阐述了应用极限与安定分析理论解决工程实际问题的一般方法、思路和过程,突出展示了典型、成功的工程应用案例.这些成果既有理论创新和发展,又解决了工程中关键技术难题,形成了较为完整和一般通用的应用理论体系,构成了我国在这一领域的重要系统性创新成果,已被中国国家标准(GB/T19624-2004)和政府技术规范采纳. This paper briefly reviews the authors' systematic research achievements over the past 20 years in their research field-plastic limit and shakedown analyses of structures and their engineering applications to safety assessment of pressure vessels and piping. Attention is focused on introducing some typical advanced numerical methods and ideas proposed by the authors, describing a general approach and procedure of applying limit and shakedown analysis theories to solve practical engineering problems and on highlighting some typical and successful engineering application cases. These results not only possess theoretical innovation and development, but also have solved the key technical problems in engineering. They form a relatively complete and general purpose application theory system in this area and have been adopted by the national standard of China(GB/T19624-2004)and technical codes of government.
出处 《固体力学学报》 CAS CSCD 北大核心 2010年第6期643-663,共21页 Chinese Journal of Solid Mechanics
关键词 压力容器和管道 体积型缺陷 失效评定 极限与安定分析 数值方法 pressure vessels and piping, volumetric defects, failure assessment, limit and shakedown analyses, numerical method
  • 相关文献

参考文献14

二级参考文献72

  • 1Zhang Xiaofeng Liu Yinghua Cen Zhangzhi (Department of Engineering Mechanics,Tsinghua University,Beijing 100084,China).A SOLUTION PROCEDURE FOR LOWER BOUND LIMIT AND SHAKEDOWN ANALYSIS BY SGBEM[J].Acta Mechanica Solida Sinica,2001,14(2):118-129. 被引量:2
  • 2破坏力学教育部重点实验室研究工作进展[J].力学进展,2005,35(2):288-298. 被引量:1
  • 3程玉民,彭妙娟,李九红.复变量移动最小二乘法及其应用[J].力学学报,2005,37(6):719-723. 被引量:41
  • 4刘应华,岑章志,徐秉业.三维结构极限上限分析的有限元方法[J].清华大学学报(自然科学版),1996,36(3):47-53. 被引量:6
  • 5岑章志 王勖成 杜庆华.采用有限元-边界元耦合方法计算弹塑性应力[J].北京:清华大学学报,1988,28(2):34-43.
  • 6STEIN E, ZHANG G. Shakedown with nonlinear strain-hardening including structural computation using finite element method[J]. International Journal of Plasticity, 1992,8 : 1-31.
  • 7GROSS-WEEGE J. On the numerical assessment of the safety factor of elasto-plastic structures Under variable loading[J]. International Journal of Mechanical Sciences, 1997,39(4) : 417-433.
  • 8LIU Y H, ZHANG X F, CEN Z Z. Lower bound shakedown analysis by symmetric Galerkin boundary element method[J]. International Journal of Plasticity, 2005,21 : 21-42.
  • 9BELYTSCHKO T, KRONGAUZ Y, ORGAN D. Meshless methods: An overview and recent developments [J]. Computer Methods in Applied Mechanics and Engineering, 1996,139: 3-47.
  • 10BELYTSCHKO T, LU Y Y, GU L. Element free Galerkin method[J]. International Journal for Numerical Method in Engineering, 1994,37 : 229-256.

共引文献43

同被引文献95

引证文献11

二级引证文献19

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