Viscoelastic Sandwich Plates with Crossply Faces

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 388
  • Download : 2
An energy method has been used for an elastic formulation of buckling analysis of a simply supported sandwich plate with crossply faces, including the interlayer shear deformation of adhesive layers and the transverse normal and shear deformations of the core. A quasi-elastic method is used for the solution of viscoelastic analysis of the sandwich plate. Results of the viscoelastic buckling analysis under in-plane loads are presented for various lay-up sequences of face plates. Dependence of buckling load on face lay-up sequence, adhesive bonding stiffness, load ratio, and plate geometry is examined, including the effect of change of buckling modes.
Publisher
American Society of Civil Engineers(ASCE)
Issue Date
1988-01
Citation

Journal of Structural Engineering, Vol.114, No.1, pp. 150-164

Series/Report no.
22137
ISSN
0733-9445
DOI
10.1061/(ASCE)0733-9445(1988)114:1(150)
URI
http://hdl.handle.net/10203/25265
Appears in Collection
AE-Journal Papers(저널논문)

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0