EXPERIMENTAL RESEARCH ON THE BOND-ANCHORAGE PROPERTIESOF STAINLESS STEEL REINFORCED CONCRETE
In this paper,the crack propagation and failure behaviors of stainless steelreinforced concrete are investigated by conducting a series of pull-out tests of 27 stainlesssteel concrete bond-anchorage specimens. The main factors which influence the strength ofbond-anchorage are discussed. The formula for the ultimate strength of bond-anchorage isproposed with the method of linear regression,and the expression to calculate its criticalanchorage is deduced,which is suggestive to determinate the anchoring length of stainlesssteel reinforced concrete.
concrete stainless steel bar bond-anchorage pull-out test
Zhang Guoxue Wu Miaomiao
Department of Civil Engineering and Architecture,Foshan University,PR China
国际会议
The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)
杭州
英文
681-686
2008-11-01（万方平台首次上网日期，不代表论文的发表时间）