南京大学学报(自然科学版) ›› 2011, Vol. 47 ›› Issue (2): 126133.
王晓惠 1 , 刘晓宙 1 ** , 龚秀芬 1 , V. E. Nazarov 2
Wang Xiao H ui 1 , Liu Xiao Zhou1 , Gong Xiu Fen 1 , V. E. Nazarov 2
摘要: 混凝土由于受硫酸盐侵蚀和干湿循环作用, 内部出现微损伤, 性能发生劣化. 目前国内外针对结构混凝土硫酸盐侵蚀和干湿循环作用对结构混凝土的损伤失效的研究都集中在力学性能方面, 关于
损伤和劣化规律特别是无损检测的实验研究较少. 混凝土无损检测技术一般采用线性超声方法, 用非线性声学方法检测混凝土损伤和劣化规律的研究才刚刚起步. 岩石、 混凝土等非线性介观弹性固体材料显
示出与经典非线性声学不同的非经典非线性现象, 包括谐波的滋生、 非线性频率偏移、 非线性参量的变化等. 本文实验研究了受硫酸盐侵蚀和干湿循环作用不同程度的六个水泥砂浆棱柱样品的线性与非线
性声学特性, 分析了混凝土受硫酸盐侵蚀和干湿循环作用后的损伤程度和劣化规律, 探讨了使用非经典非线性相关参数来表征混凝土早期微损伤程度的可能性.
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