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钢-火山渣混凝土组合梁连接件及交界面滑移分析
引用本文:王连广,刘之洋,曹阅. 钢-火山渣混凝土组合梁连接件及交界面滑移分析[J]. 工业建筑, 1995, 0(3)
作者姓名:王连广  刘之洋  曹阅
作者单位:东北大学,辽宁省建设集团
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。

关 键 词:组合梁,连接件,火山渣混凝土,荷载-滑移

ANALYSIS ON SHEAR CONNECTOR AND INTERFACE SLIP ON STEEL-PUMICE CONCRETE COMPOSITE BEAM
Wang Lianghang, Liu Zhiyang, Cao yue. ANALYSIS ON SHEAR CONNECTOR AND INTERFACE SLIP ON STEEL-PUMICE CONCRETE COMPOSITE BEAM[J]. Industrial Construction, 1995, 0(3)
Authors:Wang Lianghang   Liu Zhiyang   Cao yue
Affiliation:Wang Lianghang; Liu Zhiyang; Cao yue(Northeast university 110006)(Liaoning province construction consortium)
Abstract: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.
Keywords:composite beam  connector  pumice concrete  load-slip
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