Dynamic moving load identification of laminated composite beams using a hybrid FE-TMDQ-GAs method

References

• Moaveni B, He X, Conte JP, et al. Damage identification of a composite beam using finite element model updating. Comput Aided Civ Infrastruct Eng. 2008;23:339–359.
   Web of Science ®Google Scholar
• Thite AN, Thompson DJ. Selection of response measurement locations to improve inverse force determination. Appl Acoust. 2006;67:797–818.10.1016/j.apacoust.2006.01.001
   Web of Science ®Google Scholar
• Yan G. A Bayesian approach for impact load identification of stiffened composite panel. Inv Prob Sci Eng. 2014;22:940–965.10.1080/17415977.2013.848431
   Web of Science ®Google Scholar
• Wang L, Han X, Xie Y. A new conjugate gradient method for solving multi-source dynamic load identification problem. Int J Mech Mater Des. 2013;9:191–197.10.1007/s10999-012-9208-4
   Web of Science ®Google Scholar
• Wu SQ, Law SS. Vehicle axle load identification on bridge deck with irregular road surface profile. Eng Struct. 2011;33:591–601.10.1016/j.engstruct.2010.11.017
   Web of Science ®Google Scholar
• Sun H, Feng D, Liu Y, et al. Statistical regularization for identification of structural parameters and external loadings using state space models. Comput Aided Civ Infrastruct Eng. 2015;30:843–858.10.1111/mice.12169
   Web of Science ®Google Scholar
• Law SS, Zhu XQ. Study on different beam models in moving force identification. J Sound Vib. 2000;234:661–679.10.1006/jsvi.2000.2867
   Web of Science ®Google Scholar
• Zhu T, Xiao Sh, Yang GW. Force identification in time domain based on dynamic programming. Appl Math Comput. 2014;235:226–234.
   Web of Science ®Google Scholar
• Qiao B, Zhang X, Gao J, et al. Impact-force sparse reconstruction from highly incomplete and inaccurate measurements. J Sound Vib. 2016;376:72–94.10.1016/j.jsv.2016.04.040
   Web of Science ®Google Scholar
• Qiao B, Zhang X, Gao J, et al. Sparse deconvolution for the large-scale ill-posed inverse problem of impact force reconstruction. Mech Syst Signal Process. 2017;83:93–115.
   Web of Science ®Google Scholar
• Yan G, Zhou L. Impact load identification of composite structure using genetic algorithms. J Sound Vib. 2009;319:869–884.10.1016/j.jsv.2008.06.051
   Web of Science ®Google Scholar
• Feng D, Sun H, Feng MQ. Simultaneous identification of bridge structural parameters and vehicle loads. Comput Struct. 2015;157:76–88.10.1016/j.compstruc.2015.05.017
   Web of Science ®Google Scholar
• Law SS, Chan THT, Zeng QH. Moving force identification: a time domain method. J Sound Vib. 1997;201:1–22.10.1006/jsvi.1996.0774
   Web of Science ®Google Scholar
• Zhu XQ, Law SS. Identification of vehicle axle loads from bridge dynamic responses. J Sound Vib. 2000;236:705–724.10.1006/jsvi.2000.3021
   Web of Science ®Google Scholar
• Pinkaew T. Identification of vehicle axle loads from bridge responses using updated static component technique. Eng Struct. 2006;28:1599–1608.10.1016/j.engstruct.2006.02.012
   Web of Science ®Google Scholar
• Reddy JN. Mechanics of laminated composite plates and shells. Theory and analysis. New York: CRC Press; 2004.
   Google Scholar
• Law SS, Bu JQ, Zhu XQ, et al. Vehicle axle loads identification using finite element method. Eng Struct. 2004;26:1143–1153.10.1016/j.engstruct.2004.03.017
   Web of Science ®Google Scholar
• Vosoughi AR. A developed hybrid method for crack identification of beams. Smart Struct Syst. 2015;16:401–414.10.12989/sss.2015.16.3.401
   Web of Science ®Google Scholar
• Vosoughi AR, Gerist S. New hybrid FE-PSO-CGAs sensitivity base technique for damage detection of laminated composite beams. Compos Struct. 2014;118:68–73.10.1016/j.compstruct.2014.07.012
   Web of Science ®Google Scholar
• Eftekhari SA, Jafari AA. Mixed finite element and differential quadrature method for free and forced vibration and buckling analysis of rectangular plates. Appl Math Mech. 2012;33:81–98.10.1007/s10483-012-1535-6
   Web of Science ®Google Scholar
• Vosoughi AR, Malekzadeh P, Razi H. Response of moderately thick laminated composite plates on elastic foundation subjected to moving load. Compos Struct. 2013;97:286–295.10.1016/j.compstruct.2012.10.017
   Web of Science ®Google Scholar
• Vosoughi AR, Nikoo MR. Maximum fundamental frequency and thermal buckling temperature of laminated composite plates by a new hybrid multi-objective optimization technique. Thin Wall Struct. 2015;95:408–415.10.1016/j.tws.2015.07.014
   Web of Science ®Google Scholar
• Vosoughi AR. Nonlinear free vibration of functionally graded nanobeams on nonlinear elastic foundation. IJST, Trans Civil Eng. 2016;40:23–32.
   Web of Science ®Google Scholar
• Vosoughi AR. Thermal postbuckling analysis of functionally graded beams. J Therm Stresses. 2014;37:532–544.10.1080/01495739.2013.872462
   Web of Science ®Google Scholar
• Malekzadeh P, Monfared Maharloei H, Vosoughi AR. A three-dimensional layerwise-differential quadrature free vibration of thick skew laminated composite plates. Mech Adv Mater Struct. 2014;21:792–801.10.1080/15376494.2012.707751
   Web of Science ®Google Scholar
• Darabi A, Vosoughi AR. A hybrid inverse method for small scale parameter estimation of FG nanobeams. Steel Compos Struct. 2016;20(5):1119–1131.10.12989/scs.2016.20.5.1119
   Web of Science ®Google Scholar
• Malekzadeh P, Vosoughi AR. Large amplitude free vibration analysis of composite plates with rotationally restrained edges using DQM. J Reinf Plast Compos. 2008;27(4):409–430.10.1177/0731684407084123
   Web of Science ®Google Scholar