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海水冻融和侵蚀耦合作用下混凝土破坏面演化模型
引用本文:张峰,李树忱,叶见曙,李守凯.海水冻融和侵蚀耦合作用下混凝土破坏面演化模型[J].东南大学学报,2011(2):206-209.
作者姓名:张峰  李树忱  叶见曙  李守凯
作者单位:山东大学岩土与结构工程研究中心;东南大学交通学院;
基金项目:The Natural Science Foundation of Shandong Province(No.ZR2009FQ020); the Ph.D.Programs Foundation of Ministry of Education of China(No.20100131120042)
摘    要:为了有效评估海水冻融与侵蚀后混凝土的力学性能,基于大型静态和动态刚度伺服压力机进行了混凝土冻融和海水侵蚀后的力学性能试验.对混凝土进行了50,100,200和300次冻融循环,并配置了人工海水;选择了合理的干湿循环机制,对冻融后的混凝土试块进行了10,20,30,40,50和60次干湿循环.对混凝土弹性模量和抗压强度退...

关 键 词:混凝土  冻融循环  干湿循环  侵蚀  Ottosen强度准则

Evolution model of concrete failure surface under coupling effect of seawater freeze-thaw and erosion
Zhang Feng Li Shuchen Ye Jianshu Li Shoukai.Evolution model of concrete failure surface under coupling effect of seawater freeze-thaw and erosion[J].Journal of Southeast University(English Edition),2011(2):206-209.
Authors:Zhang Feng Li Shuchen Ye Jianshu Li Shoukai
Institution:Zhang Feng1 Li Shuchen1 Ye Jianshu2 Li Shoukai1(1Geotechnical and Structural Engineering Research Center,Shandong University,Jinan 250061,China)(2School of Transportation,Southeast University,Nanjing 210096,China)
Abstract:In order to effectively assess the mechanical properties of concrete with freeze-thaw and seawater erosion,tests about basic mechanical properties of concrete after freeze-thaw and seawater erosion are conducted based on the large-scale static and dynamic stiffness servo test set.50,100,200 and 300 cycles of freeze-thaw cycling are made on normal concrete,and the artificial seawater is produced.The reasonable wet and dry accelerate system is selected.10,20,30,40,50 and 60 cycles of wet and dry cycling are m...
Keywords:concrete  freeze-thaw  wet and dry cycles  erosion  Ottosen strength criterion  
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