2015
DOI: 10.1007/s00707-015-1395-2
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An exact closed-form solution for a multilayered one-dimensional orthorhombic quasicrystal plate

Abstract: By extending the pseudo-Stroh formalism to multilayered one-dimensional orthorhombic quasicrystal plates, we derive an exact closed-form solution for simply supported plates under surface loadings. The propagator matrix method is introduced to efficiently and accurately treat the multilayered cases. As a numerical example, a sandwich plate made of quasicrystals and crystals with two different stacking sequences is investigated. The displacement and stress fields for these two stacking sequences are presented, … Show more

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Cited by 35 publications
(12 citation statements)
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“…The 12 eigenvalues s α ( α = 1, 2, …, 12) and vector a corresponding to the eigenvalues are obtained by solving the eigenrelation in equation (16). Because no model parameter p exists in matrix N , the eigenvalues are only related to material properties for the cylindrical bending case which is different from the rectangular plate case (Yang et al, 2015). Unlike the local case (Yang et al, 2015), the vector b needs to be solved by equation (9).…”
Section: Problem Description and General Solutionmentioning
confidence: 99%
See 1 more Smart Citation
“…The 12 eigenvalues s α ( α = 1, 2, …, 12) and vector a corresponding to the eigenvalues are obtained by solving the eigenrelation in equation (16). Because no model parameter p exists in matrix N , the eigenvalues are only related to material properties for the cylindrical bending case which is different from the rectangular plate case (Yang et al, 2015). Unlike the local case (Yang et al, 2015), the vector b needs to be solved by equation (9).…”
Section: Problem Description and General Solutionmentioning
confidence: 99%
“…Because no model parameter p exists in matrix N , the eigenvalues are only related to material properties for the cylindrical bending case which is different from the rectangular plate case (Yang et al, 2015). Unlike the local case (Yang et al, 2015), the vector b needs to be solved by equation (9). Then, the general solution for the extended displacement vector and traction vector can be obtained as…”
Section: Problem Description and General Solutionmentioning
confidence: 99%
“…Yang et al. 9 used pseudo-Stroh formalism to derive an exact solution for simply supported plates under surface loadings.…”
Section: Introductionmentioning
confidence: 99%
“…Some exact solutions have been presented for one-dimensional cases in beams and plates made of quasicrystals [4,5]. Yang et al [5] proposed an exact solution for analysis of plates subjected to surface loading and made of one-dimensional orthorhombic quasicrystal.…”
Section: Introductionmentioning
confidence: 99%
“…Some exact solutions have been presented for one-dimensional cases in beams and plates made of quasicrystals [4,5]. Yang et al [5] proposed an exact solution for analysis of plates subjected to surface loading and made of one-dimensional orthorhombic quasicrystal. They obtained the displacement and stress fields in a sandwich plate with simply supported boundary conditions, which was assumed to be made of quasicrystals and crystals with two different stacking sequences.…”
Section: Introductionmentioning
confidence: 99%