混杂纤维增强延性水泥基复合材料力学性能与裂宽控制  

Mechanical Behavior and Crack Width Control of Hybrid Fiber Reinforced Ductile Cementitious Composites

作　　者：王振波 张君[2,3] 王庆[2,3] WANG Zhenbo;ZHANG Jun;WANG Qing(School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China;Department of Civil Engineering,Tsinghua University,Beijing 100084,China;Key Laboratory of Structural Safety and Durability of China Education Ministry,Tsinghua University,Beijing 100084,China)

机构地区：[1]中国矿业大学(北京)力学与建筑工程学院,北京100083 [2]清华大学土木工程系,北京100084 [3]清华大学结构安全与耐久教育部重点实验室,北京100084

出　　处：《建筑材料学报》2018年第2期216-221,227,共7页Journal of Building Materials

基　　金：国家自然科学基金资助项目(51278278);北京市自然科学基金资助项目(8184083);中央高校基本科研业务费项目(2017QL01);中国矿业大学(北京)越崎杰出学者奖励计划项目

摘　　要：为实现纤维增强延性水泥基复合材料高强度与高延性的匹配,在原有材料体系中附加钢纤维,试验研究了混杂聚乙烯醇(PVA)/钢纤维增强延性水泥基复合材料的轴拉、抗压性能.结果表明:随着钢纤维掺量的增加,混杂纤维增强延性水泥基复合材料开裂强度和抗拉强度不断提高,裂纹宽度显著降低,且钢纤维对高强基材的作用效果更加显著;当钢纤维掺量适量时,混杂纤维增强延性水泥基复合材料的极限拉应变得到有效提升,而钢纤维掺量对抗压性能的影响并不显著;PVA纤维和钢纤维混杂可获得高强度、高延性和低裂纹宽度的水泥基复合材料.In order to obtain a new type of engineered cementitious composites of high strength and high strain capacity,the tensile and compressive behaviors of hybrid polyvinyl alcohol-steel fiber reinforced cementitious composites have been evaluated on incorporating additional steel fiber.The experimental results show that cracking and tensile strength of the composites are increased with the addition of steel fiber.Meanwhile,the individual crack width is decreased compared with the case without steel fiber.The above enhancement of additional steel fiber is more pronounced in high strength matrix.Moderate amount of steel fiber is needed to effectively improve the ultimate tensile strain of the composites.However,no significant improvement on compressive behavior of the composites has been achieved by incorporating steel fiber.Hybrid fiber reinforced composites with characteristics of high strength,high ductility and fine crack width are obtained.

关 键 词：混杂纤维增强延性水泥基复合材料 基材强度 裂纹宽度 

分 类 号：TU528.01[建筑科学—建筑技术科学]