胡新舒.高强钢绞线加固钢筋混凝土梁抗弯疲劳性能的试验研究[D].北京:清华大学,2004. HU Xin-shu. Experimental study on bending fatigue behavior of RC beams strengthened by stainless steel wires[D]. Beijing: Tsinghua University, 2004.(in Chinese)
[2]
曹 俊.高强不锈钢绞线网-聚合砂浆粘结锚固性能的试验研究[D].北京:清华大学,2004. CAO Jun. Experimental study on bonding anchorage performance of stainless steel wire mesh and polymer[D]. Beijing: Tsinghua University, 2004.(in Chinese)
[3]
黄 华.高强钢绞线网-聚合物砂浆加固钢筋混凝土梁式桥试验研究与机理分析[D].西安:长安大学,2008. HUANG Hua. Experimental study and theoretical analysis on strengthening RC girder bridge with steel wire mesh and polymer mortar[D]. Xi'an: Chang'an University, 2008.(in Chinese)
[4]
T？LJSTEN B. Defining anchor lengths of steel and CFRP plates bonded to concrete[J]. International Journal of Adhesion and Adhesives, 1997, 17(4): 319-327.
[5]
SMITH S T, TENG J G. FRP-strengthened RC beams.Ⅰ: review of debonding strength models[J]. Engineering Structures, 2002, 24(4): 385-395.
[6]
SMITH S T, TENG J G. FRP-strengthened RC beams.Ⅱ: assessment of debonding strength models[J]. Engineering Structures, 2002, 24(4): 397-417.
[7]
OEHLERS D J. Reinforced concrete beams with plates glued to their soffits[J]. Journal of Structural Engineering, 1992, 118(8): 2023-2038.
[8]
ZIRABA Y N, BALUCH M H, BASUNBUL I A, et al. Guidelines toward the design of reinforced concrete(RC)beams with external plates[J]. Structural Journal, 1994, 91(6): 639-646.
[9]
JANSZE W. Strengthening of reinforced concrete members in bending by externally bonded steel plates-design for beam shear and plate anchorage[D]. Delft: Delft University of Technology, 1997.
[10]
RAOOF M, ZHANG S. An insight into the structural behaviour of reinforced concrete beams with externally bonded plates[J]. Proceedings of the Institution of Civil Engineers- Structures and Buildings, 1997, 122(4): 477-492.
[11]
RAOOF M, HASSANEN M A H. Peeling failure of reinforced concrete beams with fibre-reinforced plastic or steel plates glued to their soffits[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2000, 140(3): 291-305.
[12]
刘金伟,熊光晶,蒋小青.纤维布抗弯加固梁跨中剥离应力的近似计算[J].力学与实践,2005,27(1):39-40. LIU Jin-wei, XIONG Guang-jing, JIANG Xiao-qing. An approximate calculation for midspan peeling stress of concrete beam strengthened with fiber reinforced polymer[J]. Mechanics in Engineering, 2005, 27(1): 39-40.(in Chinese)
[13]
杨勇新,岳清瑞,叶列平.碳纤维布加固钢筋混凝土梁受弯剥离承载力计算[J].土木工程学报,2004,37(2):23-27,32. YANG Yong-xin, YUE Qing-rui, YE Lie-ping. Calculation for flexural debonding bearing capacity of RC beams strengthened with carbon fiber sheets[J]. China Civil Engineering Journal, 2004, 37(2): 23-27, 32.(in Chinese)
[14]
蔡 奇.高强钢绞线加固钢筋混凝土梁刚度裂缝的研究[D].北京:清华大学,2003. CAI Qi. Experimental study on stiffness and crack of RC beam strengthened with high strength steel wire[J]. Beijing: Tsinghua University, 2003.(in Chinese)
[15]
TENG J G, SMITH S T, YAO J, et al. Intermediate crack-induced debonding in RC beams and slabs[J]. Construction and Building Materials, 2003, 17(6/7): 447-462.
