期刊文献+

损伤模型在界面元方法中的应用 被引量:1

Application of damage model to interface stress element method
下载PDF
导出
摘要 界面元方法只需考虑界面上的正应力和剪应力,因此通常采用低抗拉的Mohr Coulomb屈服准则。考虑到Mohr Coulomb准则不能模拟材料的破坏过程,故本文在界面材料的本构关系中引入了损伤变量,利用标量形式的等效应变衡量材料的受损程度,因而可以有效地模拟材料损伤后应力逐渐减小的过程。与最大拉应力准则相比,损伤方法更能体现材料屈服后实际承载力的弱化过程。数值算例结果与试验结果吻合,证实了本方法在数值模拟方面的正确性。以拱坝作为工程算例,计算变容重加载时坝体损伤变化趋势,并与地质力学模型试验结果加以对比,研究其损伤演化和破坏过程。 The damage variable is introduced into the constitutive relationship of interface material, and the equivalent strain in scalar mode is used to weigh the damage level of the material. Thus, the stress reduction process of the material after damage can be effectively simulated. By using this method the bearing capacity weakening process of the material after yielding can be calculated. The numerical calculation result is in good agreement with experimental data. Furthermore, the calculation result of an arch dam is compared with the experimental data of geological mechanical model to investigate the evolution and process of failure.
出处 《水利学报》 EI CSCD 北大核心 2005年第2期179-184,共6页 Journal of Hydraulic Engineering
基金 国家青年科学基金资助项目(50409004) 国家973项目(973 2002 CB412708)
关键词 界面元 损伤模型 数值模拟 interface stress element damage model numerical simulation
  • 相关文献

参考文献6

  • 1陈肇元 高培正.[D].北京:清华大学,1996.
  • 2周维垣 杨若琼.溪洛渡双曲拱坝地质力学模型破坏试验报告(基础未加固)[R].北京:清华大学,2001..
  • 3Kawai T. A discrete model for analysis of solid mechanics problem[J]. Seisan Kenkyn, 1977,29 (4): 208 - 210.
  • 4de Borst R, Geers M G D, Peerings R H J. Computational damage mechanics[A]. in: Carpinteri A and Aliabadi M, eds.Computagonal Fracture Mechanics in Concrete Technology[C]. Southampton, UK: WIT Press, 1999.
  • 5Geers M G D,de Borst R,Peerlings R H J.Damage and crack modeling in single-edge and double-edge notched concrete beams [J]. E ngineering Fracture Mechanics, 2000,65: 247-261.
  • 6Schlangen E. Expreimental and numerical analysis of fracture processes in concrete [D]. Delft: Delft University of Technology, 1993.

同被引文献21

  • 1马怀发,陈厚群,黎保琨.混凝土细观力学研究进展及评述[J].中国水利水电科学研究院学报,2004,2(2):124-130. 被引量:82
  • 2王振宇,丁建彤,郭玉顺.结构轻骨料混凝土的应力-应变全曲线[J].混凝土,2005(3):39-41. 被引量:40
  • 3王立成,刘汉勇,HIWADA Kiyoshi.硅灰对轻骨料混凝土抗海水冻融性能的影响[J].建筑材料学报,2005,8(4):349-355. 被引量:31
  • 4王海涛,王立成.钢纤维改善轻骨料混凝土力学性能的试验研究[J].建筑材料学报,2007,10(2):188-194. 被引量:25
  • 5过镇海 张秀琴.混凝土受拉应力-变形全曲线的试验研究[J].建筑结构学报,1988,(4):45-53.
  • 6[4]Nakamura H,Srisoros W,Yashiro R,et al.Time-Dependent Structural Analysis Considering Mass Transfer to Evaluate Deterioration Process of RC Structures[J].J.of Advanced Concrete Technology,2006,4(1):147-158.
  • 7[5]Bolander J E,Saito S.Fracture Analyses Using Spring Networks with Random Geometry[J].Engineering Fracture Mechanics,1998,61(5):569-591.
  • 8[6]Bolander J E,Hong G S,Yoshitake K.Structural Concrete Analysis Using Rigid-Body-Spring Networks[J].ComputerAided Civil and Infrastructure Engineering,2000,15(1):120-133.
  • 9[11]Nagai K,Sato Y,Ueda T.Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM[J].Journal of Advanced Concrete Technology,2004,2(3):359-374.
  • 10[17]European Union-Brite EuRam Ⅲ.LWAC Material Properties:State-of-the-Art[M].EuroLightCon Report,Delft University of Technology.

引证文献1

二级引证文献9

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