Impact of blast and mechanical loads on the shear deformable stiffened sandwich plate with an auxetic core layer in thermal environment. (January 2022)

• Record Type: Journal Article
• Authors: Thuy Anh, Vu Thi; Quang, Vu Dinh; Duc, Nguyen Dinh; Thinh, Pham Ngoc
• Is Part Of: Journal of sandwich structures & materials. Volume 24:Number 1(2022)
• Page Start: 663
• Page End: 695
• Publication Date: 2022-01
• Subjects: FSTD -- stiffened sandwich plate -- negative Poisson's ratios -- GPL -- FGM -- blast loading -- thermal environment; Sandwich construction -- Periodicals; 624.177905
• DOI: 10.1177/10996362211021912
• Languages: English
• ISSNs: 1099-6362

Abstract

By using the first order shear deformation theory (FSTD), this paper presents the results of the nonlinear dynamic behavior and natural frequencies of sandwich plate supported by elastic foundations in thermal environment and subjected to mechanical load and blast loading. This work takes advantage of the sandwich plate configuration with three layers: graphene platelet –reinforced composite (GPL) layer – auxetic layer – FGM layer, to analyze the dynamic and vibration problem, in which the auxetic core layer has a negative Poisson's ratios and the FGM layer is reinforced by stiffeners made of full metal or full ceramic depending on a situation of stiffeners at the metal-rich or ceramic-rich side of the plate respectively. Corresponding to the combination of material layers, the mechanical quantities of the problem are processed and calculated to suit the structure and reinforcement conditions. Numerical results are provided to explore the influences of geometrical parameters, elastic foundation parameters, GPL volume fraction, blast and mechanical loads on the nonlinear dynamic behavior and vibration of sandwich plate resting on elastic foundation and in thermal environment. In addition, the study is not only assumed that the material properties depend on environment temperature variation, but also considered the thermal stresses in the stiffeners, as well as considered the effect of imperfections in the original shape of the structure.