Classical buckling of a thin-walled tube subjected to bending moment and internal pressure-Reference-Cited by-同舟云学术

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Classical buckling of a thin-walled tube subjected to bending moment and internal pressure

Published:1978-01 Issue:9 Volume:20 Page:641-650
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Reddy B.D.,Calladine C.R.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference6 articles.

1. Pipe stresses induced in laying offshore pipeline;Wilhoit;J. Engng Ind.,1967

2. On the flexure of thin cylindrical shells and other “thin” sections;Brazier,1927

3. On the buckling of circular cylinders under pure bending;Seide;J. Appl. Mech.,1961

4. Effects of internal pressure on the buckling of circular cylindrical shells under bending;Weingarten;J. Aeronaut. Sci.,1962

5. A simplified method of elastic-stability analysis for thin cylindrical shells;Batdorf;N.A.C.A. Tech. Note 1342,1947

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3. Parameters Affecting the Local Buckling Response of High Strength Linepipe;Journal of Offshore Mechanics and Arctic Engineering;2017-04-11

4. Effects of internal pressure on bending buckling of imperfect functionally graded thin cylinders;Composite Structures;2016-12

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