Experimental investigation of the buckling of nuclear containment-like cylindrical geometries under combined shear and bending-Reference-Cited by-同舟云学术

Experimental investigation of the buckling of nuclear containment-like cylindrical geometries under combined shear and bending

Published:1984-05 Issue:2 Volume:79 Page:211-216
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Baker W.E.,Bennett J.G.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference12 articles.

1. An investigation of buckling of steel cylinders with circular cutouts reinforced in accordance with ASME rules;Bennett,1981

2. An investigation of buckling of steel cylinders with circular reinforced cutouts;Bennett;Nucl. Engrg. Des.,1982

3. Buckling of steel cylinders containing circular cutouts reinforced according to the area replacement method;Dove,1982

4. Buckling investigation of ring-stiffened cylindrical shells under unsymmetrical axial loads;Baker,1982

5. Buckling investigation of ring stiffened cylindrical shells with reinforced openings under unsymmetrical axial loads;Baker,1983

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1. The behavior of GFRP-stiffened and -unstiffened shells under cyclic axial loading and unloading;Journal of Reinforced Plastics and Composites;2011-03

2. The Effects of Helical Ribs’ Number and Grid Types on the Buckling of Thin-walled GFRP-stiffened Shells under Axial Loading;Journal of Reinforced Plastics and Composites;2010-01-28

3. RECENT STUDIES ON SHEAR BUCKLING OF CYLINDRICAL SHELLS DUE TO SEISMIC LOADS;Design & Analysis;1989

4. Steel containment buckling;Nuclear Engineering and Design;1987-01