2020
DOI: 10.1016/j.ijnonlinmec.2020.103565
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A thermodynamically consistent non-linear mathematical model for thermoviscoelastic plates/shells with finite deformation and finite strain based on classical continuum mechanics

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Cited by 5 publications
(22 citation statements)
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“…In a recent paper Surana et al [13] presented thermodynamically and mathematically consistent mathematical model in Lagrangian description using CCM for thermoviscoelastic solids without memory using contravariant second Piola-Kirchhoff stress tensor, Green's strain tensor (a covariant measure) and rates of Green's strain tensor up to order n. This mathematical model was used to derive a space-time decoupled finite element formulation for plates and shells, thus incorporating finite deformation, finite strain and rates of finite strain up to order n with formulations. In this formulation, stiffness as well as damping matrices are up to quadratic functions of the dofs, hence are nonlinear.…”
Section: )mentioning
confidence: 95%
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“…In a recent paper Surana et al [13] presented thermodynamically and mathematically consistent mathematical model in Lagrangian description using CCM for thermoviscoelastic solids without memory using contravariant second Piola-Kirchhoff stress tensor, Green's strain tensor (a covariant measure) and rates of Green's strain tensor up to order n. This mathematical model was used to derive a space-time decoupled finite element formulation for plates and shells, thus incorporating finite deformation, finite strain and rates of finite strain up to order n with formulations. In this formulation, stiffness as well as damping matrices are up to quadratic functions of the dofs, hence are nonlinear.…”
Section: )mentioning
confidence: 95%
“…The resulting mathematical model cannot be supported by CBL of CCM, hence is thermodynamically inconsistent. In reference [13] authors consider the same 1D constitutive theory purely in time as used in reference [9]. The authors express 2) and (3) in reference [10]?…”
Section: )mentioning
confidence: 99%
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“…Quadratic elements (e.g., the quad elements with eight or nine nodes) have additional degrees of freedom for the sides that allow them to curve and represent the actual deformation of the element much better [44] and thus, manifest no shear/membrane/bending locking or mechanism formation [45]. For the same reasoning, some researchers have precisely used the nine-node elements [23,46] for finite deformation analyses.…”
Section: F I G U R E 2 the Employed Nine-node Biquadratic Quadrilater...mentioning
confidence: 99%