Nonlinear Dynamic FE Simulation of Smart Piezolaminated Structures Based on First- and Third-Order Transverse Shear Deformation Theory
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Cites background or methods from "Nonlinear Dynamic FE Simulation of ..."
...Additionally, von Kármán type nonlinear FE models have been developed by Panda and Ray [29], Varelis and Saravanos [30] based on FOSD hypothesis, by Kapuria and Alam [31] based on first-order zigzag hypothesis, by Icardi [32] based on third-order zigzag hypothesis, and by Schmidt and Vu [23] based on both FOSD and TOSD hypotheses for plates and shells....
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...For large amplitude dynamic analysis, von Kármán type nonlinear theories are mostly used in modeling of smart structures as well, based on FOSD [33], TOSD [23,34] and first-order zigzag [35]...
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...higherorder shear deformation (HOSD) [20–23] and zigzag shear deformation hypotheses [24–26] have been proposed and developed....
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39 citations
Cites methods from "Nonlinear Dynamic FE Simulation of ..."
...For dynamic analysis, von Kármán–type nonlinear theories are mostly used in modeling of smart structures as well, based on FOSD (Mukherjee and Chaudhuri, 2005), TOSD (Cheng et al., 2005; Schmidt and Vu 2009), and first-order zigzag (Ray and Shivakumar, 2009; Sarangi and Ray, 2011) hypotheses....
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...For dynamic analysis, von Kármán–type nonlinear theories are mostly used in modeling of smart structures as well, based on FOSD (Mukherjee and Chaudhuri, 2005), TOSD (Cheng et al., 2005; Schmidt and Vu 2009), and first-order zigzag (Ray and Shivakumar, 2009; Sarangi and Ray, 2011) hypotheses....
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...In order to deal with thick structures and present strain distribution more precisely, thirdorder shear deformation (TOSD) or higher order shear deformation (HOSD) hypothesis was first proposed by Reddy (1984a, 1984b) for composite structures....
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...Schmidt and Vu (2009) developed nonlinear FE models based on both the FOSD and TOSD hypotheses for plates and shells, and Shen and Yang (2015) and Singh et al. (2016) developed nonlinear model using higher order hypothesis....
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...Employing fully geometrically nonlinear strain– displacement terms with the assumption of moderate rotations, fully geometrically nonlinear FE models were developed by Moita et al. (2002) based on the Kirchhoff-Love theory for static analysis, by Kundu et al. (2007) based on the FOSD hypothesis for buckling and postbuckling analysis, by Gao and Shen (2003) based on the FOSD hypothesis for dynamic analysis, and by Dash and Singh (2009) based on the TOSD hypothesis for dynamic analysis....
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References
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