摘要
分析研究粘贴高强复合纤维加固受弯构件的受力过程，探讨了加固后钢筋混凝土梁正 截面的破坏特征、受力特点以及影响因素，并提出正截面强度计算公式。为今后研究以及采用该 加固方法提供参考。
This paper presents experimental studies on the behaviour of flexural members strengthened with advanced glass-fibre composites. The load-deformation process, flexural failure characteristics and the effect of various parameters on their behaviour are discussed. A method for the determination of the ultimate strength of such members is provided. This is the basis of further study and practice of the strengthing method.
出处
《苏州城建环保学院学报》
2001年第2期42-46,共5页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
基金
苏州城建环保学院青年基金资助项目
关键词
高强复合纤维
受弯构件
加固
承载能力
钢筋混凝土
advanced glass-fibre composite
flexural members
strengthing load bearing capacity
