盐雾干湿循环作用下超高韧性水泥基复合材料动态压缩性能试验研究

STUDY ON DYNAMIC COMPRESSION PROPERTIES OF ULTRA-HIGH TOUGHNESS CEMENTITOUS COMPOSITES UNDER CYCLIC WETTING AND DRYING OF SALT SPRAY

  • 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。

     

    Abstract: 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.

     

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