黄华,刘伯权,邢国华,等.高强不锈钢绞线网?渗透性聚合砂浆加固的T型梁桥试验[J].中国公路学报,2007,20(4):83?90. HUANG Hua,LIU Bo?quan,XING Guo?hua,et al.Experiment on RC T?type beam bridge strengthened with high strength stainless steel wire mesh and permeability polymer mortar[J].China Journal of Highway and Transport,2007,20(4):83?90.
聂建国,王寒冰,张天申,等.高强不锈钢绞线网?渗透性聚合砂浆抗弯加固的试验研究[J].建筑结构学报,2005,26(2):1?9. NIE Jian?guo,WANG Han?bing,ZHANG Tian?shen,et al.Experimental study on flexural behavior of RC beams strengthened with stainless steel wire mesh and permeability polymer mortar[J].Journal of Building Structures,2005,26(2):1?9.
Chen J F,Teng J G.Anchorage strength models for FRP and steel plates bonded to concrete[J].Journal of Structural Engineering,2001,127(7):784?791.
[8]
Chen J F,Yang Z J.FRP or steel plate?to?concrete bonded joints:effect of test methods on experimental bond strength[J].Steel and Composite Structures,2001,1(2):231?244.
[9]
Taljsten B.Defining anchor lengths of steel and CFRP plates bonded to concrete[J].International Journal of Adhesion and Adhesives,1997,17(4):319?327.
[10]
任伟,贺拴海,宋一凡.碳纤维布加固具有初应力的钢筋混凝土梁抗剪极限承载力[J].长安大学学报:自然科学版,2004,24(4):40?45. REN Wei,HE Shuan?hai,SONG Yi?fan.Ultimate shear capacity of RC beam rehabilitated with carbon fiber reinforced plastic (CFRP) under loading case[J].Journal of Chang?an University:Natural Science Edition,2004,24(4):40?45.