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丁兆东 李杰

丁兆东, 李杰. 基于微-细观机理的混凝土疲劳损伤本构模型[J]. 力学学报, 2014, 46(6): 911-919. doi: 10.6052/0459-1879-14-041
引用本文: 丁兆东, 李杰. 基于微-细观机理的混凝土疲劳损伤本构模型[J]. 力学学报, 2014, 46(6): 911-919. doi: 10.6052/0459-1879-14-041
Ding Zhaodong, Li Jie. THE FATIGUE CONSTITUTIVE MODEL OF CONCRETE BASED ON MICRO-MESO MECHANICS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2014, 46(6): 911-919. doi: 10.6052/0459-1879-14-041
Citation: Ding Zhaodong, Li Jie. THE FATIGUE CONSTITUTIVE MODEL OF CONCRETE BASED ON MICRO-MESO MECHANICS[J]. Chinese Journal of Theoretical and Applied Mechanics, 2014, 46(6): 911-919. doi: 10.6052/0459-1879-14-041


doi: 10.6052/0459-1879-14-041
基金项目: 国家自然科学基金重大研究计划资助项目(91315301).


  • 中图分类号: O346.2


Funds: The project was supported by the Major Research Plan of the National Natural Science Foundation of China (91315301).
  • 摘要: 该文致力于混凝土疲劳损伤发展机理的微细观解释. 以速率过程理论为基础,通过考虑裂纹断裂过程区中的水分子动力作用,在细观尺度上建立了具有物理机理的疲劳损伤能量耗散表达式. 结合细观随机断裂模型,以宏观损伤力学为框架,建立了疲劳损伤演化方程. 通过数值模拟,计算了单轴受拉时的疲劳损伤演化以及不同加载幅度下的疲劳寿命. 与相关试验结果的对比显示出该文模型能够很好地表现混凝土材料的疲劳损伤演化过程.


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  • 收稿日期:  2014-02-18
  • 修回日期:  2014-04-06
  • 刊出日期:  2014-11-18