碳纤维布加固混凝土结构受弯承载力的计算  

Caculation of flexural strength of RC structure strengthened with carbon fiber sheet

作　　者：周庆杰[1] 韩芳[1] 

机构地区：[1]长春工程学院设计研究院,长春130012

出　　处：《长春工程学院学报（自然科学版）》2011年第3期8-10,共3页Journal of Changchun Institute of Technology：Natural Sciences Edition

摘　　要：根据《碳纤维片材加固混凝土结构技术规程》、《混凝土结构加固设计规范》和作者多年来的设计经验,介绍了碳纤维布加固混凝土结构的受弯破坏形态及判别方法,受弯承载力的计算公式、计算方法及算例,以及受弯加固设计的基本要求。According to two books of Technical specification for strengthening concrete structures with carbon fiber reinforced polymer laminate and Design code for strengthening structure,and the author＇s yearly experience in design,this paper introduces the flexural failure characteristics of reinforced concrete structure strengthened with carbon fiber sheet,discrimination method,calculating formula to flexural bearing capacity,calculating algorithm and examples,and the basic requirements in designing flexural member strengthened.

关 键 词：碳纤维布 受弯加固 钢筋混凝土 受弯承载力 

分 类 号：TU377.9[建筑科学—结构工程]