Comparative Study for Buckling Resistance of Steel Sheets Provided with Stiffeners Used in Bridge Structures
Abstract
The subject discussed in this paper is based on an experimental bridge model which was built to study the pre-critical and post-critical buckling behaviour of steel webs of box girders provided with longitudinal and transversal stiffeners. The article presents a comparison between the experimental results and the numerical ones for buckling resistance of stiffened steel webs. For this purpose two types of analysis will be carried out: an analysis to establish the values and eigenvectors of buckling, after which the critical factor for the first mode of buckling will be obtained, and then a geometrical and physical nonlinear analysis will be performed.
-
[1] Popa N. (1986) Contribuţii la calculul şi alcătuirea podurilor metalice cu grinzi cu inimă plină şi casetate. Teză de doctorat. UTCB;
-
[2] Răcănel I. R. (2007). Stabilitatea podurilor metalice cu imperfecţiuni de execuţie. Ed. Conspress UTCB;
-
[3] Timoshenko S.P. (1936) Theory of elastic stability, Mc Grow-Hill, New York;
-
[4] Klöppel, K Möller, K.H. (1960). Beulwerte ausgesteifter Rachteckplatten. Wilh. Ernst, Berlin;
-
[5] Klöppel, K Möller, K.H. (1968). Beulwerte ausgesteifter Rachteckplatten, Wilh. Ernst, Berlin;
-
[6] P. Dubas and E Gehri (1986). Behaviour and Design of Steel Plated Structures.
