[1] 聂建国, 刘明, 叶列平, 等. 钢-混凝土组合结构[M]. 北京: 中国建筑工业出版社, 2005: 59-60.[2] Newmark N M, Siess C D, Viest I M, et al. Tests and analysis of composite beams with incomplete interaction [C]// Proceedings of the Society for Experimental Stress Analysis. 1951: 75-92.[3] Girhammar U A, Gopu V K A. Composite beam-columns with interlayer slip-exact analysis [J]. Journal of Structural Engineering, 1993, 119(4): 1265-1282.[4] Girhammar A, Pan D. Dynamic analysis of composite members with interlayer slip [J]. International Journal of Solids and Structures, 1993, 30(6): 797-823.[5] Ranzi G, Bradford M, Uy B, et al. A general method of analysis of composite beams with partial interaction [J]. Steel and Composite Structures, 2003, 3(3): 169-184.[6] Loh Y H, Uy B, Bradford M A. The effects of partial shear connection in the hogging moment regions of composite beams. Part I: experimental study [J]. Journal of Constructional Steel Research, 2004, 60(6): 897-919.[7] Loh Y H, Uy B, Bradford M A, et al. The effects of partial shear connection in the hogging moment regions of composite beams. Part Ⅱ: analytical study [J]. Journal of Constructional Steel Research, 2004, 60(6): 921-962.[8] Faella C, Martinelli E, Nigro E, et al. Shear connection nonlinearity and deflections of steelconcrete composite beams: a simplified method [J]. Journal of Structural Engineering, 2003, 129(1): 12-20.[9] 聂建国, 沈聚敏, 余志武, 等. 考虑滑移效应的钢-混凝土组合梁变形计算的折减刚度法[J]. 土木工程学报,1995, 28(6): 11-17.[10] 周凌宇, 余志武, 蒋丽忠, 等. 钢-混凝土组合梁界面滑移剪切变形的双重效应分析[J]. 工程力学, 2005, 22(2):104-109.[11] 梅振华, 胡少伟. 滑移效应对组合梁抗弯强度影响的研究[J]. 固体力学学报, 2010, 31: 232-236.[12] 蒋秀根, 剧锦三, 傅向荣, 等. 考虑滑移效应的钢-混凝土组合梁弹性应力计算[J]. 工程力学, 2007, 24(1): 143-146.[13] 蒋秀根, 孟石平, 剧锦三, 等. 基于整体-局部弯曲模型的钢-混凝土组合梁界面滑移及其效应分析[J]. 工程力学, 2008, 25(5): 85-90.[14] Taljster B. Defining anchor lengths of steel and CFRP plates bonded to concrete [J]. International Journal of Adhesion and Adhesives, 1997, 17(4): 319-327.[15] Barnse R A, Mays G C. The transfer of stress through a steel to concrete adhesive bond [J]. International Journal of Adhesion and Adhesives, 2001, 21(6): 495-502.[16] Zhao G Z, Li A. Numerical study of a bonded steel and concrete composite beam [J]. Computers and Structures, 2008, 86(19/20): 1830-1838.[17] 欧阳煜, 刘慧, 杨骁, 等. 考虑粘结层滑移效应的组合梁弯曲[J]. 工程力学, 2012, 29(9): 215-222.[18] Ranzi G, Bradford M A, Uy B, et al. A direct stiffness analysis of a composite beam with partial interaction [J]. International Journal for Numerical Methods in Engineering, 2004, 61(5): 657-672. |