An Internal Expansive Stress Model of Concrete under Sulfate Attack

作     者：Hui Song Jiankang Chen Jinyang Jiang 

作者机构：The Faculty of Mechanical Engineering and Mechanics Ningbo University Ningbo 315211 China State Key Laboratory of Turbulence and Complex Systems Peking University Beijing 100871 China The Faculty of Civil Engineering and Architecture Nanchang Institute of Technology Nanchang 300029 China School of Materials Science and Engineering Southeast University Nanjing 211189 China 

出 版 物：《Acta Mechanica Solida Sinica》 (固体力学学报（英文版）)

年 卷 期：2016年第29卷第6期

页      面：610-619页

核心收录：

学科分类：08[工学] 081304[工学-建筑技术科学] 0805[工学-材料科学与工程（可授工学、理学学位）] 080502[工学-材料学] 0813[工学-建筑学] 

基　　金：supported by the National Natural Science Foundation of China(Nos.51079069,11272165 and 51378114) the Key Project of Ningbo City Society Development Funding(No.2013C51007) the K.C.Wong Magna Fund in Ningbo University 

主　　题：concrete viscous internal stress model erosion micromechanics 

摘      要：Concrete experiences expansive deformation during sulfate attack due to internal expansive stress. Sulfate ions enter concrete pores, react with the pore solution, and produce ettringite. The production of ettringite explains the internal expansive stress that reduces the durability of concrete. In this study, the model of internal expansive stress was achieved through the Eshelby＇s theory, as well as the experimental results for concrete erosion. Numerical simulation indicated that internal expansive stress is not only determined by the water-to-cement ratio of concrete and the concentration of sulfate solution, but also affected by the relaxation time of concrete.