Johnson R P. Composite structures of steel and concrete:Beams, slabs, columns, and frames for buildings [M]. 3rded. Oxford, UK: Blackwell Publishing Inc., 2004: 14-19.
[2]
Granholm H. Om sammansatta balkar och pelare medsarskild hansyn till spikade trakonstruktioner [R].Transaction Chalmers Teknisha Hogskolas Handlingar,Gottenburg, Sweden, No. 88, 1949. (in Swedish)
[3]
蒋秀根, 剧锦三, 傅向荣. 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, 142.Jiang Xiugen, Ju Jinsan, Fu Xiangrong. Analysis ofelastic stress of composite steel-concrete beamsconsidering slip effect [J]. Engineering Mechanics, 2007,24(1): 143-146, 142. (in Chinese)
[4]
Taljsten B. Defining anchor lengths of steel and CFRPplates bonded to concrete [J]. International Journal ofAdhesion & Adhesives, 1997, 17(4): 319-327.
[5]
Barnes R A, Mays G C. The transfer of stress through asteel to concrete adhesive bond [J]. International Journalof Adhesion & Adhesives, 2001, 21(6): 495-502.
[6]
Zhao Guozhong, Li Alex. Numerical study of a bondedsteel and concrete composite beam [J]. Computers andStructures, 2008, 86(19/20): 1830-1838.
[7]
Heidarpour A, Bradford M A. Generic nonlinearmodeling of a bi-material composite beam with partialshear interaction [J]. International Journal of Non-linearMechanics, 2009, 44(3): 290-297.
[8]
聂建国, 刘明, 叶列平. 钢-混凝土组合结构[M]. 北京:中国建筑工业出版社, 2005: 59-60.Nie Jianguo, Liu Ming, Ye Lieping. Compositestructures of steel and concrete [M]. Beijing: ChinaArchitecture and Building Press, 2005: 59-60. (inChinese)
[9]
Newmark N M, Siess C D, Viest I M. Tests and analysisof composite beams with incomplete interaction [C].Proceedings of the Society for Experimental StressAnalysis, 1951, 9(1): 75-92.
[10]
Wheat D L, Calixto J M. Nonlinear analysis oftwo-layered wood members with interlayer slip [J].Journal of Structural Engineering ASCE, 1994, 120(6):1909-1929.
[11]
Goodman J R. Layered wood systems with interlayer slip[D]. Berkeley: University of California, CA, 1967.
[12]
Amana E J, Booth L G. Theoretical and experimentalstudies of nailed and glued plywood stressed-skincomponents: Part I, Theoretical study [J]. Journal ofWood Science, 1967, 4(1): 43-69.
[13]
Girhammar U A, Gopu B V. Composite beam-columnswith interlayer slip-exact analysis [J]. Journal ofStructural Engineering, ASCE, 1993, 119(4): 1265-1282.
[14]
Girhammar A, Pan D. Dynamic analysis of compositemembers with interlayer slip [J]. International Journal ofSolids and Structures, 1993, 30(6): 797-823.
[15]
Wang Y C. Deflection of steel-concrete composite beamwith partial shear interaction [J]. Journal of StructuralEngineering, ASCE, 1998, 124(10): 1159-1165.
[16]
Ranzi G, Bradford M, Uy B. A general method ofanalysis of composite beams with partial interaction [J].Steel and Composite Structures, 2003, 3: 169-184.
[17]
周凌宇, 余志武, 蒋丽忠. 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.Zhou Lingyu, Yu Zhiwu, Jiang Lizhong. Analysis ofcomposite beams of steel and concrete with slip andshear deformation [J]. Engineering Mechanics, 2005,22(2): 104-109. (in Chinese) 浏览
[18]
Girhammar U A, Pan D. Exact static analysis of partiallycomposite beam and beam-columns [J]. InternationalJournal of Mechanical Science, 2007, 49(2): 239-255.
[19]
Girhammar U A. Composite beam-columns withinterlayer slip — Approximate analysis [J]. InternationalJournal of Mechanical Science, 2008, 50(2): 1636-1649.
[20]
Nie Jianguo, Cai C S. Steel-concrete composite beamsconsidering shear slip effects [J]. Journal of EngineeringStructure, 2003, 129(4): 495-506.
