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作 者:郑怡 陈中书 张晋 张耀庭[2] ZHENG Yi;CHEN Zhongshu;ZHANG Jin;ZHANG Yaoting(School of Civil Engineering,Architecture and the Environment,Hubei University of Technology,Wuhan 430068,China;School of Civil and Hydraulic Engineering,Huazhong University of Science and Technology,Wuhan 430074,China)
机构地区:[1]湖北工业大学土木建筑与环境学院,武汉430068 [2]华中科技大学土木与水利工程学院,武汉430074
出 处:《复合材料科学与工程》2024年第10期32-39,共8页Composites Science and Engineering
基 金:国家自然科学基金(52178140)。
摘 要:为研究聚乙烯纤维水泥基复合材料(PE-ECC)复合盐冻后的拉伸性能,设置了纯水和复合盐侵蚀(5%Na2SO4+3.5%NaCl)两种冻融环境,分别进行了0,50,100,150,200次冻融循环后的轴向拉伸试验。试验结果表明:两种冻融环境下试件的损伤程度均随着冻融次数的增加而增大;相同冻融次数下,复合盐冻条件下试件表面剥蚀程度更严重,变形性能更低,但极限应变均能保持在2%以上。在此基础上,通过XRD、SEM、EDS能谱分析、核磁共振等技术研究复合盐冻后PE-ECC拉伸性能劣化的微观机理。结果表明,复合盐侵蚀产生的膨胀性水化产物如水镁石、石膏、钙矾石等大量堆积,使孔隙和微裂缝开展,与孔中水结冰共同作用,加剧了内部结构的损伤。In order to study the tensile properties of polyethylene fiber engineered cementitious composites(PE-ECC)under coupling attack of freeze-thaw cycle and sulfate-chloride,two kinds of environments,pure water and sulfate-chloridesolution(5%Na2SO4+3.5%NaCl),were set up,and the axial tensile tests were carried out after 0,50,100,150,and 200 freeze-thaw cycles,respectively.The test results showed that the damage degree of the specimens in both environments increased with the freeze-thaw cycles,but the degree of surface spalling was more serious and the deformation performance was lower in the sulfate-chloride environment under the same freeze-thaw cycles,but the ultimate strains could all achieve above 2%.On this basis,the micro-mechanism of deterioration of PE-ECC tensile property was investigated by XRD,SEM,EDS energy spectrum analysis,NMR and other techniques.The results show that swelling hydration products such as brucite,gypsum and ettringite produced by sulfate-chloride erosion cause pores and micro-cracks to develop,which work together with the freezing of water in the pores,aggravates the damage of the internal structure.
关 键 词:复合盐冻 聚乙烯纤维水泥基复合材料(PE-ECC) 拉伸性能 微观机理
分 类 号:TB332[一般工业技术—材料科学与工程]
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