摘要
本文对几种常见的连接件，在钢－火山渣混凝土组合梁中的极限承载力、荷载－滑移关系及组合梁交界面相对滑移进行了研究。通过多次试验，得到了栓钉、弯筋、方钢和槽钢连接件在火山渣混凝土中的荷载－滑移关系方程，并从理论和试验两方面得到了组合梁交界面相对滑移方程。
In this paper, the ultimate strength and the load-slip relationship of the general connector and the interface slip on the steel and pumice concrete composite beam are studied bed on the experimental research, the equation for the load-slip relationship of studs bars and square steel on steel-pumice concrete composite beam is obtained. Especially, the interface slip equation is presented by the theoretial analysis and experimental research.
出处
《工业建筑》
CSCD
北大核心
1995年第3期18-23,33,共7页
Industrial Construction
