DISCUSSIONS AND CLOSURES
Apr 15, 2003
Closure to “Buckling of Thin-Walled Silos and Tanks under Axial Load—Some New Aspects” by Martin Pircher and Russell Q. Bridge
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VIEW THE ORIGINAL ARTICLEAuthors: Martin Pircher and Russell Q. BridgeAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 129, Issue 5
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References
Dwight, J. B., and Moxham, K. E.(1969). “Welded steel plates in compression.” Struct. Eng., 47, 49–66.
Ebel, R.(1934). “Spannungsmessungen an geschweissten Rundnähten.” Autogene Metallbearbeitung,27(19), 305–310.
Faulkner, D.(1977). “Effects of residual stresses on the ductile strength of plane welded grillages and of ring stiffened cylinders.” J. Strain Analy. Eng. Design,12, 130–139.
Pircher, M., Berry, P. A., and Bridge, R. Q. (2000). “The properties of circumferential weld-induced imperfections in silos and tanks.” Rese. Rep. No. CE17, CCTR, Univ. of Western Sydney.
Ravn-Jensen, K., and Tvergaard, V.(1987). “Effect of residual stresses on plastic buckling of cylindrical shell structures.” Int. J. Solids Struct., 26(9-10), 993–1004.
Rotter, J. M. (1996). “Buckling and collapse in internally pressurized axially compressed silo cylinders with measured axisymmetric imperfections: Imperfections, residual stresses, and local collapse.” Imperfections in Metal Silos Workshop, Lyon, France, p. 119–139.
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Copyright © 2003 American Society of Civil Engineers.
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Published online: Apr 15, 2003
Published in print: May 2003
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Martin Pircher
Research Associate, Univ. of Western Sydney, Centre for Construction Technology and Research, Locked Bag 1797, South Penrith DC, New South Wales 1797, Australia.
Russell Q. Bridge
Emeritus Professor, Univ. of Western Sydney, Centre for Construction Technology and Research, Locked Bag 1797, South Penrith DC, New South Wales 1797, Australia.
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