Nondimensional parameters and equations governing the buckling behavior of rectangular symmetrically laminated plates are presented that can be used to represent the buckling resistance, for plates made of all known structural materials, in a very general, insightful, and encompassing manner. In addition, these parameters can be used to assess the degree of plate orthotropy, to assess the importance of anisotropy that couples bending and twisting deformations, and to characterize quasi-isotropic laminates quantitatively. Bounds for these nondimensional parameters are also presented that are based on thermodynamics and practical laminate construction considerations. These bounds provide insight into potential gains in buckling resistance through laminate tailoring and composite-material development. As an illustration of this point, upper bounds on the buckling resistance of long rectangular orthotropic plates with simply supported or clamped edges and subjected to uniform axial compression, uniform shear, or pure in-plane bending loads are presented. The results indicate that the maximum gain in buckling resistance for tailored orthotropic laminates, with respect to the corresponding isotropic plate, is in the range of 26Ã¢Â€Â“36% for plates with simply supported edges, irrespective of the loading conditions. For the plates with clamped edges, the corresponding gains in buckling resistance are in the range of 9Ã¢Â€Â“12% for plates subjected to compression or pure in-plane bending loads and potentially up to 30% for plates subjected to shear loads.
|Translated title of the contribution||Bonds on flexural properties and buckling response for symmetrically laminated composite plates|
|Pages (from-to)||1178 - 1191|
|Number of pages||14|
|Journal||Journal of Engineering Mechanics|
|Publication status||Published - Nov 2007|
Bibliographical notePublisher: asce
Weaver, PM., & Nemeth, MP. (2007). Bonds on flexural properties and buckling response for symmetrically laminated composite plates. Journal of Engineering Mechanics, 133, (11), 1178 - 1191. https://doi.org/10.1016/(asce)0733-9399(133:11(1178)