References
- D.J. Oehlers and M.A. Bradford, Composite Steel and Concrete Structural Members: fundamental Behaviour, Oxford, UK, Pergamon Press, 1995.
- H.Y. Loh, B. Uy, and M.A. Bradford, The effects of partial shear connection in the hogging moment regions of composite beams: Part I—Experimental study, J. Conster. Steel Res., vol. 60, no. 6, pp. 897–919, 2004. DOI: 10.1016/j.jcsr.2003.10.007.
- B. Uy, and D. Nethercot, Effects of partial shear connection on the required and available rotations of semi-continuous composite beam systems, Struct Eng., vol. 83, pp. 29–39, 2005.
- Y. Wu, R. Xu, and W. Chen, Free vibrations of the partial-interaction composite members with axial force, J Sound Vib., vol. 299, no. 4-5, pp. 1074–1093, 2007. DOI: 10.1016/j.jsv.2006.08.008.
- A. Chakrabarti, A.H. Sheikh, M. Griffith, and D.J. Oehlers, Analysis of composite beams with partial shear interactions using a higher order beam theory, Eng Struct., vol. 36, pp. 283–291, 2012. DOI: 10.1016/j.engstruct.2011.12.019.
- A. Chakrabarti, A.H. Sheikh, M. Griffith, and D.J. Oehlers, Analysis of composite beams with longitudinal and transverse partial interactions using higher order beam theory, Int J Mech Sci., vol. 59, no. 1, pp. 115–125, 2012. DOI: 10.1016/j.ijmecsci.2012.03.012.
- A. Chakrabarti, A.H. Sheikh, M. Griffith, and D.J. Oehlers, Dynamic response of composite beams with partial shear interaction using a higher-order beam theory, J. Struct. Eng., vol. 139, no. 1, pp. 47–56, 2013. DOI: 10.1061/(ASCE)ST.1943-541X.0000603.
- P.L. Grognec, Q.H. Nguyen, and M. Hjiaj, Exact buckling solution for two-layer Timoshenko beams with interlayer slip, Int J. Solids Struct., vol. 49, no. 1, pp. 143–150, 2012. DOI: 10.1016/j.ijsolstr.2011.09.020
- Q.-H. Nguyen, E. Martinelli, and M. Hjiaj, Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction, Eng Struct., vol. 33, no. 2, pp. 298–307, 2011. DOI: 10.1016/j.engstruct.2010.10.006.
- R. Rijal, B. Samali, R. Shrestha, and K. Crews, Experimental and analytical study on dynamic performance of timber-concrete composite beams, Constr Build Mater., vol. 75, pp. 46–53, 2015. DOI: 10.1016/j.conbuildmat.2014.10.020.
- S. Schnabl, M. Saje, G. Turk, and I. Planinc, Analytical solution of two-layer beam taking into account interlayer slip and shear deformation, J. Struct. Eng., vol. 133, no. 6, pp. 886–894, 2007. DOI: 10.1061/(ASCE)0733-9445(2007)133:6(886).
- J. Wen, A.H. Sheikh, M.A. Uddin, and B. Uy, Analytical model for flexural response of two-layered composite beams with interfacial shear slip using a higher order beam theory, Compos. Struct., vol. 184, pp. 789–799, 2018. DOI: 10.1016/j.compstruct.2017.10.023.
- R. Xu, and G. Wang, Variational principle of partial-interaction composite beams using Timoshenko's beam theory, Int. J. Mech. Sci., vol. 60, no. 1, pp. 72–83, 2012. DOI: 10.1016/j.ijmecsci.2012.04.012.
- R. Xu, and Y. Wu, Static, dynamic, and buckling analysis of partial interaction composite members using Timoshenko's beam theory, Int. J. Mech. Sci., vol. 49, no. 10, pp. 1139–1155, 2007. DOI: 10.1016/j.ijmecsci.2007.02.006.
- R. Xu, and Y.-F. Wu, Two-dimensional analytical solutions of simply supported composite beams with interlayer slips, Int. J. Solids Struct., vol. 44, no. 1, pp. 165–175, 2007. DOI: 10.1016/j.ijsolstr.2006.04.027.
- R. Xu, and Y.F. Wu, Free vibration and buckling of composite beams with interlayer slip by two-dimensional theory, J. Sound Vib., vol. 313, no. 3–5, pp. 875–890, 2008. DOI: 10.1016/j.jsv.2007.12.029.
- L. Zhu, G.-Y. Zhao, R. K.-L. Su, W. Liu, and G.-M. Wang, Time-dependent creep and shrinkage analysis of curved steel–concrete composite box beams, Mech. Adv. Mater. Struc., pp. 1–19, 2021. DOI: 10.1080/15376494.2021.2018742.
- M.A. Uddin, A.H. Sheikh, T. Bennett, and B. Uy, Large deformation analysis of two layered composite beams with partial shear interaction using a higher order beam theory, Int. J. Mech. Sci., vol. 122, pp. 331–340, 2017. DOI: 10.1016/j.ijmecsci.2017.01.030.
- A. Adekola, Partial interaction between elastically connected elements of a composite beam, Int. J. Solids Struct., vol. 4, no. 11, pp. 1125–1135, 1968. DOI: 10.1016/0020-7683(68)90027-9.
- C. Faella, E. Martinelli, and E. Nigro, Steel and concrete composite beams with flexible shear connection: "exact" analytical expression of the stiffness matrix and applications, Comput. Struct., vol. 80, no. 11, pp. 1001–1009, 2002. DOI: 10.1016/S0045-7949(02)00038-X.
- U.A. Girhammar, and V. Go Pu, Composite beam-columns with interlayer slip—exact analysis, J. Struct. Eng., vol. 119, pp. 1265–1282, 1993.
- N.A. Jasim, Computation of deflections for continuous composite beams with partial interaction, P I Civil. Eng.-Str. B., vol. 122, no. 3, pp. 347–354, 1997. DOI: 10.1680/istbu.1997.29806.
- N.M. Newmark, Tests and analysis of composite beams with incomplete interaction, Proc. Soc. Exp. Stress. Anal., vol. 9, pp. 75–92, 1951.
- G. Ranzi, M.A. Bradford, and B. Uy, A direct stiffness analysis of a composite beam with partial interaction, Int. J. Numer. Meth. Engng., vol. 61, no. 5, pp. 657–672, 2004. DOI: 10.1002/nme.1091.
- G. Ranzi, F. Gara, and P. Ansourian, General method of analysis for composite beams with longitudinal and transverse partial interaction, Comput. Struct., vol. 84, no. 31-32, pp. 2373–2384, 2006. DOI: 10.1016/j.compstruc.2006.07.002.
- H. Du, X. Hu, G. Han, and D. Shi, Experimental and analytical investigation on flexural behaviour of glulam-concrete composite beams with interlayer, J. Build. Eng., vol. 38, pp. 102193, 2021. DOI: 10.1016/j.jobe.2021.102193.
- I. Ecsedi, and A. Baksa, Analytical solution for layered composite beams with partial shear interaction based on Timoshenko beam theory, Eng Struct., vol. 115, pp. 107–117, 2016. DOI: 10.1016/j.engstruct.2016.02.034.
- S. Schnabl, M. Saje, G. Turk, and I. Planinc, Locking-free two-layer Timoshenko beam element with interlayer slip, Finite Elem. Anal. Des., vol. 43, no. 9, pp. 705–714, 2007. DOI: 10.1016/j.finel.2007.03.002.
- R. Xu, and G. Wang, Bending solutions of the timoshenko partial-interaction composite beams using Euler-Bernoulli solutions, J. Eng. Mech., vol. 139, no. 12, pp. 1881–1885, 2013. DOI: 10.1061/(ASCE)EM.1943-7889.0000614.
- R. Clough, and J. Penzien, Dynamics of Structures, New York, McGraw-Hill Kogakush, 1975.
- G. He, and X. Yang, Dynamic analysis of two-layer composite beams with partial interaction using a higher order beam theory, Int. J. Mech. Sci., vol. 90, pp. 102–112, 2015. DOI: 10.1016/j.ijmecsci.2014.10.020.
- P. Wu, D. Zhou, and W. Liu, 2-D elasticity solutions of two-layer composite beams with an arbitrarily shaped interface, Appl. Math. Model., vol. 40, no. 2, pp. 1477–1493, 2016. DOI: 10.1016/j.apm.2015.06.034.
- N. Pagano, Exact solutions for composite laminates in cylindrical bending, Mech. Compos. Mater., vol. 4, pp. 72–85, 1994.
- W.Q. Chen, J.B. Cai, and G.R. Ye, Exact solutions of cross-ply laminates with bonding imperfections, AIAA J., vol. 41, no. 11, pp. 2244–2250, 2003. DOI: 10.2514/2.6817.
- W.Q. Chen, J. Ying, J.B. Cai, and G.R. Ye, Benchmark solution of laminated beams with bonding imperfections, AIAA J., vol. 42, no. 2, pp. 426–429, 2004. DOI: 10.2514/1.4776.