摘要
在钢骨混凝土结构中,交接面相对滑移是影响构件受力性能的一个重要因素.通过4根钢骨混凝土梁的试验研究,分析了钢骨与混凝土交接面的滑移性能,得到梁端滑移与荷载关系曲线,从理论上建立了钢骨混凝土受弯构件的交接面相对滑移微分方程,得到了不同工况下的适合于设置和不设置剪力连接件的钢骨混凝土受弯构件的通用滑移计算公式,并通过试验对其进行验证,理论计算结果与试验结果吻合良好.
Experimental results were reported on the interface slip behavior of the steel reinforced concrete bending members. The curve of load slip at the beam end was established through experimental research. A differential equation was given for the interface slip and a calculating formula was derived for the interface slip through theoretical analysis. A good agreement was obtained between the calculating results and the experimental data.
出处
《哈尔滨建筑大学学报》
EI
北大核心
2002年第5期32-34,共3页
Journal of Harbin University of Civil Engineering and Architecture
基金
辽宁省自然科学基金资助项目(2001101012)
建设部科技攻关项目(012010)
关键词
钢骨混凝土
受弯构件
滑移性能
Interfaces (materials)
Reinforced concrete
Steel
Structural members
