摘要
从理论模型、试验研究和数值模拟讨论了影响FRP-混凝土界面粘结性能的关键因素,分析了环境因素和加载速率对FRP-混凝土界面粘结性能以及极限承载力的影响,指出了复杂条件下FRP-混凝土界面分析亟待解决的关键问题.
The theoretical analysis, experimental approaches and numerical methods for interfacial debonding of FRP-concrete are introduced. The key factors influencing FRP-concrete interfacial bond properties are discussed, especially the environmental factors and the loading rate. Finally, several key problems in the interfacial analysis of FRP and concrete under complicated conditions are identified.
出处
《宁波大学学报（理工版）》
CAS
2016年第2期48-53,共6页
Journal of Ningbo University：Natural Science and Engineering Edition
基金
国家自然科学基金(51308307)
浙江省自然科学基金(LQ13E080008
LY15E080012)
宁波大学学科项目(XKL141044)
