DSpace
 

DSpace at IIT Bombay >
IITB Publications >
Article >

Please use this identifier to cite or link to this item: http://dspace.library.iitb.ac.in/jspui/handle/100/14046

Title: Transient dynamic analysis of higher order sandwich and composite arches
Authors: MARUR, SR
KANT, T
Keywords: FINITE-ELEMENT ANALYSIS
CURVED BEAMS
RESPONSES
PLATES
DEFORMATION
FORMULATION
SHEAR
Issue Date: 2011
Publisher: ELSEVIER SCI LTD
Citation: COMPOSITE STRUCTURES,93(4)1201-1216
Abstract: A higher order refined model with isoparametric elements is proposed to study the transient dynamic response of laminated arches/curved beams. The strain field is modeled through cubic axial, cubic transverse shear and linear transverse normal strain components. As the cross-sectional warping is accurately modeled by this theory, the shear correction factor is rendered redundant. The stress-strain relationship is derived from an allotropic lamina in a three-dimensional state of stress, so that angle-ply laminates can be studied through one-dimensional elements. Consistent mass matrix is constituted for the equation of motion, which is solved by Newmark integration scheme. The higher order formulation is validated with available results and subsequently applied to arches with various curvatures, aspect ratios, boundary conditions, loadings and lamination schemes to evaluate its transient dynamic performance and suitable conclusions are drawn. (C) 2010 Elsevier Ltd. All rights reserved.
URI: http://dx.doi.org/10.1016/j.compstruct.2010.11.004
http://dspace.library.iitb.ac.in/jspui/handle/100/14046
ISSN: 0263-8223
Appears in Collections:Article

Files in This Item:

There are no files associated with this item.

View Statistics

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback