2010
DOI: 10.1016/j.compstruct.2010.02.012
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A mixed Ritz-DQ method for forced vibration of functionally graded beams carrying moving loads

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Cited by 149 publications
(57 citation statements)
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“…Regardless of the grading index , the table shows a good agreement between the result of the present work with that obtained by using a semianalytical method in [39] and the different transformation method in [40]. In addition, the deflections evaluated by the present beam element are in excellent agreement with the finite element solution in [30], where the beam element based on Kosmatka's shape functions was used.…”
Section: Forcedsupporting
confidence: 75%
See 1 more Smart Citation
“…Regardless of the grading index , the table shows a good agreement between the result of the present work with that obtained by using a semianalytical method in [39] and the different transformation method in [40]. In addition, the deflections evaluated by the present beam element are in excellent agreement with the finite element solution in [30], where the beam element based on Kosmatka's shape functions was used.…”
Section: Forcedsupporting
confidence: 75%
“…The beam is also assumed to be formed from SUS304 and Al 2 O 3 , and the moving load speed V is considered to be constant. The problem has been previously investigated by several authors, including Simsek and Kocatürk [39] and Khalili et al [40], for a FGM beam in room temperature.…”
Section: Forcedmentioning
confidence: 99%
“…Due to the importance of this problem, many papers have appeared in the literature. Compared with the problem of beams subjected to moving loads (see [50][51][52][53][54][55][56][57][58][59][60][61][62][63][64][65][66][67][68]), the number of studies related to the vibration of plates due to moving loads is rather limited. Gbadeyan and Oni [69] developed a theory related to the response of Rayleigh beams and plates under an arbitrary number of moving masses.…”
mentioning
confidence: 99%
“…Simsek and Kocaturk [6] investigated free vibration characteristics and the dynamic behavior of simply-supported FG beam under a concentrated moving harmonic load. Khalili et al [7] combined the Rayleigh-Ritz method and the differential quadrature method to solve forced vibration analysis of FG beams subjected to moving loads. Alshorbagy et al [8] presented the dynamic characteristics of FG beams with material graduation in axially or transversally through the thickness.…”
Section: Introductionmentioning
confidence: 99%