Original Research Open Access Logo

Analysis of static and free vibration of the sandwich folded plate using the Layerwise theory

Thang Xuan Bui 1, *
Hau Trung Dang 2
  1. University of Science, VNU-HCM
  2. Ton Duc Thang University, Ho Chi Minh
Correspondence to: Thang Xuan Bui, University of Science, VNU-HCM. Email: pvphuc@vnuhcm.edu.vn.
Volume & Issue: Vol. 1 No. T5 (2017) | Page No.: 214-221 | DOI: 10.32508/stdjns.v1iT5.555
Published: 2018-11-29

Online metrics


Statistics from the website

  • Abstract Views: 0
  • Galley Views: 0

Statistics from Dimensions

This article is published with open access by Viet Nam National University Ho Chi Minh City, Viet Nam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited.

Abstract

In this paper, the static and free vibration analyses of the sandwich folded plate modeled by layer-wise (LW) theory are studied. In the theory, the continuity displacement condition is imposed at the layer’s interfaces. Each layer of the plate is modeled by the first-order shear deformation theory (FSDT). The numerical solutions are obtained by using the cellbased smoothed discrete shear gap method (CS-DSG3). Some examples are implemented to demonstrate the accuracy of the LW theory for the sandwich folded plate analyses.

Comments