Research Article
Jan 1936
Line Load Action on Thin Cylindrical Shells
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 101, Issue 1
Abstract
The object of this paper is the derivation of influence numbers for the longitudinal edge deformations of a thin, cylindrical, shell sector, rigidly held between transverse stiffening members. This problem is of practical importance in the design of modern shell structures, such as large pipe lines, self-supporting flume structures, sector gates, and the barrel type of roof described in this paper. The monolithic action of longitudinal stiffening members, as well as the analysis of discontinuous surface loads, leads to the consideration of corrective line loads, which restore the continuity of the structure.
The proposed method is based on simplifying assumptions, and, therefore, the solution is an approximation with definite limitations. As an illustrative example the secondary stress conditions in a half-full pipe line are investigated.
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Published In
Transactions of the American Society of Civil Engineers
Volume 101 • Issue 1 • January 1936
Pages: 767 - 802
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© 1936 American Society of Civil Engineers.
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Published in print: Jan 1936
Published online: Feb 10, 2021
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Authors
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Herman Schorer, AM.ASCE
Gen. Mgr., Borsari Tank Corp. of America, New York, N . Y.
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