Influence of initial distortion on the structural stress in 3mm thick stiffened panels
- 1 November 2013
- journal article
- Published by Elsevier BV in Thin-Walled Structures
- Vol. 72, 121-127
- https://doi.org/10.1016/j.tws.2013.07.001
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Fatigue strength of welded butt joints in thin and slender specimensInternational Journal of Fatigue, 2012
- Assessment of the ultimate strength of narrow stiffened panel test specimensThin-Walled Structures, 2012
- Some recent advances in the concepts of plate-effectiveness evaluationThin-Walled Structures, 2008
- The new simple design equations for the ultimate compressive strength of imperfect stiffened platesOcean Engineering, 2006
- Degradation of the compression strength of square plates due to initial deflectionJournal of Constructional Steel Research, 2005
- Degradation of the compressive strength of rectangular plates due to initial deflectionThin-Walled Structures, 2004
- Ultimate strength of dented steel plates under axial compressive loadsInternational Journal of Mechanical Sciences, 2003
- An analytical method for the ultimate compressive strength and effective plating of stiffened panelsJournal of Constructional Steel Research, 1998
- Effects of localized imperfections on compressive strength of long rectangular platesJournal of Constructional Steel Research, 1984