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作 者:陈奕琨 赵昕 李庆华[1] CHEN Yi-kun;ZHAO Xin;LI Qing-hua(College of Civil Engineering and Architecture,Zhejiang University,Hangzhou,Zhejiang 310058,China;College of Civil and Architectural Engineering,Zhejiang University of Science and Technology,Hangzhou,Zhejiang 310000,China)
机构地区:[1]浙江大学建筑工程学院,浙江杭州310058 [2]浙江科技学院土木与建筑工程学院,浙江杭州310000
出 处:《工程力学》2023年第S01期289-294,共6页Engineering Mechanics
基 金:国家自然科学基金项目(52225803,51908505);浙江省自然科学基金项目(LY21E080006)。
摘 要:为研究滨海盐雾环境下超高韧性水泥基复合材料(UHTCC)的动态压缩力学性能,对2组不同腐蚀程度的UHTCC(腐蚀周期为0 d和60 d)开展3组不同应变率(10^(−4)s^(−1)、10^(−3)s^(−1)和10^(−2)s^(−1))的动态压缩力学试验,获得了材料的动态压缩应力-应变曲线和破坏形貌,分析了应变率对不同腐蚀程度的UHTCC弹性模量、峰值强度以及峰值应变的影响。结果表明:相比于未腐蚀试件,60 d盐雾干湿循环作用会导致UHTCC动态压缩强度分别提高44.5%、54.4%和62.4%,动态弹性模量分别提高19.4%、15.3%和28.4%,压缩强度的应变率敏感性上升。通过X射线电子计算机断层扫描(XCT)技术发现盐雾干湿循环环境下材料的孔隙率降低,微观结构变得更加密实。In order to study the dynamic compressive mechanical properties of ultra-high toughness cementitious composites(UHTCC)in coastal salt spray environment,dynamic compressive mechanical tests of three groups of different strain rates(10^(−4)s^(−1),10^(−3)s^(−1),and 10^(−2)s^(−1))were carried out on two groups of ultra-high toughness cementitious composites with different corrosion degrees(corrosion period of 0 d and 60 d),and the dynamic compressive stress-strain curves and failure morphology of materials were obtained.The effect of strain rate on elastic modulus,peak strength and peak strain of ultra-high toughness cementitious composites with different corrosion degree was analyzed.The results show that the dynamic compressive strength of ultra-high toughness cementitious composites is 44.5%,54.4%and 62.4%higher than that of the uncorroded specimen,and the dynamic elastic modulus is 19.4%,15.3%and 28.4%higher than that of the uncorroded specimen;while the strain rate sensitivity of the compressive strength increases.X-ray computed tomography showed that the porosity of the material decreased and became denser.
关 键 词:超高韧性水泥基复合材料 盐雾干湿循环 动态压缩力学性能 单轴压缩 应力-应变关系
分 类 号:TU528[建筑科学—建筑技术科学]
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