摘要
本文通过对钢筋混凝土梁粘钢补强性能的研究表明,粘贴的钢板能完全参与梁的共同工作,显著地提高了构件的承载力和刚度。并对钢板与混凝土间的粘结应力进行了分析,介绍了钢板与混凝土的粘结抗剪强度试验,提出了有关计算公式和取值,可供粘钢补强设计参考。
The study of strenthening the reinforced concrete beam by sticking steel plate shows that the bear-ing capacity and rigidity of the beam are increased remarkably, because the sticked plate works to-gether with the beam completely. We analyse the sticked stress and describe the experiment of stickedshearing strength between plate and concrete and give related calculating formulas for designingreference about reinforcement by sticking steel plate.
出处
《工业建筑》
CSCD
北大核心
1991年第2期40-45,共6页
Industrial Construction
