摘要
在充分考虑了由于FRP筋与混凝土间的滑移产生的应变损失、梁裂缝的开展情况及受拉混凝土贡献的前提下,提出一种更接近于实际的FRP筋混凝土梁的全过程分析方法。经与试验结果对比,吻合良好,可为相关工程实践提供依据。
Base on full consideration of strain loss produced by slip between FRP bars and concrete, crack development situation and contributions of concrete beam reinforced with FRP bars which is closer to in tension zone, a full-process analysis method for concrete actual case is proposed, comparisons show that the analysis results agree well with the experimental results, it can provide a reference for engineering application.
出处
《建筑技术》
北大核心
2009年第12期1114-1116,共3页
Architecture Technology
基金
国家自然科学基金(50768002)
