TY - JOUR
T1 - 3-D exact solution of two-layer plate bonded by a viscoelastic interlayer with memory effect
AU - Wu, Peng
AU - Zhou, Ding
AU - Liu, Weiqing
AU - Lu, Weidong
AU - Fang, Hai
N1 - Publisher Copyright:
© 2017 Elsevier Ltd
PY - 2017/3/15
Y1 - 2017/3/15
N2 - An exact solution for simply supported two-layer plate sandwiching a thin viscoelastic interlayer under transverse load is proposed. The deformation of each plate layer is described by the exact three-dimensional linear elasticity equations. The viscoelastic characteristic of interlayer is simulated by the standard linear solid model, considering the memory effect of the material. The shear and transverse normal strains in the interlayer are simultaneously considered in the analysis. The analytical approach is presented to obtain the solution of stresses and displacements in the plate. The present solution can be used as a benchmark to access other simplified solutions for the problem aforementioned. The comparison analysis shows that the finite element solution has a close agreement with the present solution. However, the solution based on Kirchhoff-Love hypothesis is greatly different from the present solution for thick plates. It is indicated that the effect of the transverse normal strain in the interlayer increases with the increase of the interlayer thickness, especially for thick plates. Finally, the influences of geometric and material parameters on the plate deflections are investigated in detail.
AB - An exact solution for simply supported two-layer plate sandwiching a thin viscoelastic interlayer under transverse load is proposed. The deformation of each plate layer is described by the exact three-dimensional linear elasticity equations. The viscoelastic characteristic of interlayer is simulated by the standard linear solid model, considering the memory effect of the material. The shear and transverse normal strains in the interlayer are simultaneously considered in the analysis. The analytical approach is presented to obtain the solution of stresses and displacements in the plate. The present solution can be used as a benchmark to access other simplified solutions for the problem aforementioned. The comparison analysis shows that the finite element solution has a close agreement with the present solution. However, the solution based on Kirchhoff-Love hypothesis is greatly different from the present solution for thick plates. It is indicated that the effect of the transverse normal strain in the interlayer increases with the increase of the interlayer thickness, especially for thick plates. Finally, the influences of geometric and material parameters on the plate deflections are investigated in detail.
KW - Laplace transformation
KW - Layered plate
KW - Three-dimensional elasticity theory
KW - Viscoelastic analysis
UR - http://www.scopus.com/inward/record.url?scp=85008953012&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2016.12.073
DO - 10.1016/j.compstruct.2016.12.073
M3 - 文章
AN - SCOPUS:85008953012
SN - 0263-8223
VL - 164
SP - 291
EP - 303
JO - Composite Structures
JF - Composite Structures
ER -