Stability of Plates under Partial Edge Loadingby R.N. White,
Serial Information: Journal of the Engineering Mechanics Division, 1962, Vol. 88, Issue 5, Pg. 87-134
Document Type: Journal Paper
Solutions to plate stability problems involving rectangular plates under partial edge compression; 7 different load combinations are investigated for clamped and simply supported plates having height-to-width ratios of 1/3 to 3; results are presented in form of charts, with buckling coefficients plotted as function of plate shape for each loading case; cricital load is obtained by generating equations for varying load intensity and then finding intensity at which determinant of system is zero.
Subject Headings: Plates | Load factors | Load combinations | Buckling | Compression
Services: Buy this book/Buy this article
Return to search