Transversely isotropic infinite cylindrical shell subjected to a radial axisymmetric line load


Autoria(s): Chandrashekhara, K; Gopalakrishnan, P
Data(s)

01/06/1982

Resumo

The problem of an infinite transversely isotropic circular cylindrical shell subjected to an axisymmetric radial external line load is investigated using elasticity theory, classical shell theory and shear deformation theory. The results obtained by these methods are compared for two ratios of inner to outer shell radius and for varying degrees of anisotropy. Some typical results are given here to show the effect of anisotropy and the thickness of the shell on the distribution of stresses and displacements.

Formato

application/pdf

Identificador

http://eprints.iisc.ernet.in/21491/1/fulltext.pdf

Chandrashekhara, K and Gopalakrishnan, P (1982) Transversely isotropic infinite cylindrical shell subjected to a radial axisymmetric line load. In: Fibre Science & Technology, 16 (4). pp. 275-293.

Publicador

Elsevier Science

Relação

http://www.sciencedirect.com/science?_ob=ArticleURL&_udi=B73HG-47XN5BF-71&_user=512776&_rdoc=1&_fmt=&_orig=search&_sort=d&_docanchor=&view=c&_searchStrId=1149051111&_rerunOrigin=google&_acct=C000025298&_version=1&_urlVersion=0&_userid=512776&md5=c146ee31e

http://eprints.iisc.ernet.in/21491/

Palavras-Chave #Division of Electrical Sciences
Tipo

Journal Article

PeerReviewed