Buckling of Thin-Walled Silos and Tanks under Axial Load—Some New Aspects
Author:
Affiliation:
1. Prof., Univ. of Western Sydney, School of Civ. Engrg. and Envir., Sydney 2474, Australia.
2. Prof., Univ. of Western Sydney, School of Engrg. and Industrial Des., Locked Bag 1797, South Penrith, New South Wales 1797, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A10%281129%29
Reference21 articles.
1. Amazingo J. C. and Budianski B. ( 1972). “Asymptotic formulas for the buckling stresses of axially compressed cylinders with localized or random axisymmetric imperfections.” J. Appl. Mech . 93 179–184.
2. Compression Tests on Cylinders with Circumferential Weld Depressions
3. Bornscheuer F. W. Häfner L. and Ramm E. ( 1983). “Zur Stabilität eines Kreiszylinders mit einer Rundschweissnaht unter Axialbelastung.” Der Stahlbau Berlin 10 313–318 (in German).
4. Calladine C. R. ( 1995). “Understanding imperfection-sensitivity in the buckling of thin-walled shells.” Thin-Walled Struct . 23 215–235.
5. Ding X. L. ( 1992). “Precise engineering surveying—Application to the measurement of large scale steel silos.” PhD thesis School of Civ. and Min. Engrg. University of Sydney Sydney Australia.
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