Research Article
Apr 1975
Analysis of Moderately Thick Shells of Revolution
Authors: John E. Goldberg, F.ASCE, Yu-Kuang Tang, AM.ASCE, Mohammed H. Baluch, AM.ASCE, and Divaker V. Pathak, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 4
Abstract
Using plausible transverse distributions of stress and a functional distinction between the differential transverse shears, a new method is presented for analysis of moderately thick arbitrary shells of revolution. The equations, obtained by a variational procedure, are written as a mixed first-order system for numerical integration. Sample results from two examples are included in the paper.
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Published In
Journal of the Structural Division
Volume 101 • Issue 4 • April 1975
Pages: 821 - 838
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Apr 1975
Published online: Feb 1, 2021
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Authors
Affiliations
John E. Goldberg, F.ASCE
Prof. of Struct. Engrg., Purdue Univ., West Lafayette, Ind.
Yu-Kuang Tang, AM.ASCE
Specialist, Nuclear Energy Div., General Electric, San Jose, Calif.; formerly, Research Asst., Purdue Univ., West Lafayette, Ind.
Mohammed H. Baluch, AM.ASCE
Assoc. Prof. of Civ. Engrg., Tennessee State Univ., Nashville, Tenn.
Divaker V. Pathak, AM.ASCE
Research Asst., Purdue Univ., West Lafayette, Ind.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.