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Effect of delamination on nonlinear transient response of composite shells in hygrothermal environments

Namita Nanda (Department of Civil Engineering, NIT Rourkela, Rourkela, India)
S.K. Sahu (Department of Civil Engineering, NIT Rourkela, Rourkela, India)
J.N. Bandyopadhyay (Indian Institute of Technology, Kharagpur, India)

International Journal of Structural Integrity

ISSN: 1757-9864

Article publication date: 23 August 2013

153

Abstract

Purpose

The purpose of this paper is to study the nonlinear forced vibration responses of delaminated composite shells in hygrothermal environments.

Design/methodology/approach

Finite element method using an eight-noded C0 continuity, isoparametric quadrilateral element is employed. The theoretical formulations are based on the first order shear deformation theory and von Kármán type nonlinear kinematics. For modeling the delamination, multipoint constraint algorithm is incorporated in the finite element code.

Findings

The effect of delaminations on the nonlinear transient response of delaminated composite shells is dependent not only on the size but also on the location of the delaminations and hygrothermal environments.

Research limitations/implications

The present study is limited to cylindrical and spherical shells having rectangular planform containing single delamination. Studies on different shell forms having non rectangular planforms containing multiple delaminations can be taken up for future research.

Originality/value

Nonlinear transient response of delaminated shells in hygrothermal environments is studied for the first time. It will assist researchers of nonlinear dynamic behavior of elastic systems.

Keywords

Acknowledgements

The first author gratefully acknowledges the financial support provided by the Council of Scientific and Industrial Research, New Delhi, India.

Citation

Nanda, N., Sahu, S.K. and Bandyopadhyay, J.N. (2013), "Effect of delamination on nonlinear transient response of composite shells in hygrothermal environments", International Journal of Structural Integrity, Vol. 4 No. 3, pp. 349-367. https://doi.org/10.1108/IJSI-05-2010-0007

Publisher

:

Emerald Group Publishing Limited

Copyright © 2013, Emerald Group Publishing Limited

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