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新老混凝土粘结的约束收缩有限元模拟及分析
引用本文:陈峰,郑建岚,俞柏良.新老混凝土粘结的约束收缩有限元模拟及分析[J].华中科技大学学报(城市科学版),2008,25(4).
作者姓名:陈峰  郑建岚  俞柏良
作者单位:福州大学土木工程学院,福建,福州,350002
摘    要:在自密实混凝土与老混凝土约束收缩试验的基础上,本文采用大型有限元软件ABAQUS进行了新老混凝土粘结的约束收缩模拟,并与试验结果进行比较,以验证有限元模型的可行性。同时从应力分析的角度研究在约束收缩的作用下,新老混凝土粘结的应力分布规律,考察新混凝土强度对约束收缩的影响,为采用自密实混凝土作为新混凝土进行结构的加固设计提供一定的参考依据。

关 键 词:自密实混凝土  约束收缩  粘结  有限元法  应力分布

Finite Element Simulation of the Shrinkage Performance of Adherence between Self-compacting Concrete and Old Concrete
CHEN Feng,ZHENG Jian-lan,YU Bo-liang.Finite Element Simulation of the Shrinkage Performance of Adherence between Self-compacting Concrete and Old Concrete[J].Journal of Huazhong University of Science and Technology,2008,25(4).
Authors:CHEN Feng  ZHENG Jian-lan  YU Bo-liang
Abstract:Based on the test results of adherence of self-compacting concrete to old concrete,the restrained shrinkage of adhesion between new and old concrete is simulated by finite element program ABAQUS.Compared with the test results,the finite element model is proved to be effective.The stress distribution law of adherence of new on old concrete under restrained shrinkage is studied from stress analysis.It can be taken as a reference for the design of strengthening of concrete structure with self-compacting concrete as new concrete.
Keywords:self-compacting concrete  restrained shrinkage  adherence  definite element method  stress distribution
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