摘要
通过拉拔试验，探讨了冷轧带肋钢筋（１２００ＭＰａ）破坏机理τ－ｓ曲线模式，确定了冷轧带肋钢筋（１２００ＭＰａ）粘结强度与砼强度、保护层厚度、锚固长度等主要因素的关系，并由试验结果推导出了临界锚固长度，为该级别冷轧带肋钢筋的工程应用提供了可靠的依据。
The conditions of anchorage intensely affect bond-anchorage properties of Cold-Rolled Ribbed Wires and bars in concrete. The effects of concrete strength, thickness of concrete cover, anchorage length for bond-anchorage properties have been investigated on the basis of a lot of pull-out test. By way of experimental statistical regression, the critical anchorage length of the wires and bars has been proposed.
出处
《建筑结构》
CSCD
北大核心
1999年第9期16-18,共3页
Building Structure
关键词
冷轧带肋钢筋
粘结锚固
混凝土
试验
cold-rolled ribbed wires and bars
bond-anchorage
the critical anchorage length
