摘要
通过模拟海水环境,对同体积率下钢纤维和PVA纤维进行了混掺,采用干湿交替腐蚀方法研究了PVA-钢混杂纤维混凝土的弯曲韧性。结果表明,腐蚀后混杂纤维混凝土的初裂荷载、峰值荷载和弯曲强度均下降;PVA-钢混杂纤维混凝土经腐蚀后的混凝土韧性指数I_5、I_(10)和弯曲韧性比均降低,纤维对基体的耗能能力、延性和增韧效果下降明显。
By the simulation of the marine environment,the same volume ratio of steel fiber and PVA fiber are mixed with ordinary concrete to form fiber reinforced concrete.The flexural toughness of PVA-steel hybrid fiber concrete is studied by wet-dry cycle and immersion.The results show that the initial crack load,peak load and bending strength of hybrid fiber reinforced concrete decreases in different degrees after corrosion and in a certain range of fiber volume fraction.After the corrosion,the toughness index I5,I10 and the bending toughness ratio of concrete reduce,and which results in the decrease of the energy dissipation capacity,ductility and toughening effect obviously.
作者
姜锦磊
孙敏
李风雷
JIANG Jin-lei;SUN Min;LI Feng-lei
出处
《混凝土与水泥制品》
北大核心
2018年第12期53-56,共4页
China Concrete and Cement Products
基金
江苏省自然科学基金项目(BK20171220)
江苏省建设系统科技计划项目(2017ZD249)
江苏省结构工程重点实验室支助项目(ZD1205)
关键词
海水腐蚀
混杂纤维
弯曲韧性
增韧效果
Marine corrosion
Hybrid fiber
Flexural toughness
Effect of reinforcing toughness