摘要
本文对型钢混凝土试件在拉拔力作用下的粘结性能进行了试验研究。对其破坏形态、粘结滑移曲线全过程、粘结机理以及影响因素进行了分析,并提出了型钢与混凝土粘结强度的计算公式。
In this paper,based on the tests of 17 steel reinforced concrete specimens sub- jected to pull-out force,the failure formation,bond-slip relationship,bond mechanism and affecting factors for bond strength are discussed and the formulas for calculating the bond strength between steel and concrete are proposed.The calculating results tally with the tests.
出处
《哈尔滨建筑大学学报》
1993年第S1期214-223,共10页
Journal of Harbin University of Civil Engineering and Architecture
关键词
型钢与混凝土粘结
粘结滑移曲线
粘结机理
影响因素
bond between steel and concrete
bond-slip relationship
bond mechanism
affecting factors
