摘要
压型钢板组合楼板是 2 0世纪发展起来的一种新型结构形式。它具有显著的优势 ,如轻质、高强 ,施工快捷等 ,将在未来的建筑领域中大有作为。组合楼板的承载力主要取决于钢板 -混凝土界面处的抗剪强度。建立了一个二维有限元模型来研究单向组合板的性能。并将计算结果与试验数据进行对比 。
Composite slab with profiled steel sheet is a new structural type developed in the last century It has obvious superiority,such as reducing slab thickness and construction weight,high strength and reducing construction periods etc It will be used widely in the future In many cases the capacity of composite slabs with profiled steel sheeting depends mainly on the shear resistance at the sheet concrete interface A two dimensional finite element model was used to study the behavior of one way composite slabs The validity of the model was verified by comparing the calculation results with the experimental data
出处
《钢结构》
2002年第6期48-50,共3页
Steel Construction
关键词
压型钢板
组合楼板
承载力
有限元
抗剪强度
composite slabs profiled steel sheeting load bearing capacity finite element method
