1992
DOI: 10.1016/0263-8223(92)90003-u
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Multilayered anisotropic plate models with continuous interlaminar stresses

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Cited by 233 publications
(114 citation statements)
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“…This theory is known as refined first order shear deformation theory (RFSDT). A further improvement in this direction is due to Di Sciuva [35], Bhaskar et al [2], Cho et al [8,16] and some other investigators. They included the condition of zero transverse shear stress at top and bottom of the plate in addition to the shear stress free conditions at the layer interfaces.…”
Section: Introductionmentioning
confidence: 98%
“…This theory is known as refined first order shear deformation theory (RFSDT). A further improvement in this direction is due to Di Sciuva [35], Bhaskar et al [2], Cho et al [8,16] and some other investigators. They included the condition of zero transverse shear stress at top and bottom of the plate in addition to the shear stress free conditions at the layer interfaces.…”
Section: Introductionmentioning
confidence: 98%
“…The mathematical involvement in these plate theories is quite heavy and the solution becomes quite expensive in a multilayered plate, as the unknowns are dependent on number of layers. There is another class of layer wise plate theories [1,6,7,9,14,15,22] where the unknowns of different planes are expressed in terms of those of a particular plane using the condition of shear stress continuity at the layer interfaces. The number of unknowns is reduced in these plate theories considerably [1,6,7,9,14,15,22] .…”
Section: Introductionmentioning
confidence: 99%
“…The unknowns at the different interfaces are subsequently expressed in terms of those at the reference plane through satisfaction of transverse shear stress continuity at the layer interfaces. A further improvement in this direction is due to Di Sciuva [15], Bhaskar et al [1], Cho et al [6,7] and some other investigators who considered the variation of in-plane displacements to be a superposition of a piecewise linearly varying field on an overall higher order variation. Carrera [2] and Demasi [11] considered higher order terms in the displacement field, using Mukarmi's [21] zig-zag function and assumptions for transverse stresses brings about a large number of solution variables.…”
Section: Introductionmentioning
confidence: 99%
“…In literature many models are known for multi-layered beams and plates [29,[39][40][41][42][43][44] but no attempts can be found with respect to modelling the interface dissipative actions. In this section, a multi-layered beam model based on zig-zag beam and plates theory addressing this issue is presented.…”
Section: Motivationsmentioning
confidence: 99%