Proposed residual stress model for roller bent wide flange sections
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H. H. Snijder | J.C.D. Hoenderkamp | R. C. Spoorenberg | H. Snijder | J. Hoenderkamp | R. Spoorenberg
[1] Lynn S. Beedle,et al. Basic Column Strength , 1960 .
[2] L Tall,et al. On the scatter in yield. Strength and residual stresses in steel members, Symposium* on Concepts of Safety-and Methods of Design, London 1969 FL reprint 69-22 , 1969 .
[3] N. Tebedge,et al. Residual-stress measurement by the sectioning method , 1973 .
[4] Tatsuro Sakimoto,et al. Ultimate Load Carrying Capacity of Steel Arches , 1977 .
[5] S. Komatsu,et al. ULTIMATE STRENGTH FORMULA FOR CENTRAL-ARCH-GIRDER BRIDGES , 1983 .
[6] D. J. Laurie Kennedy,et al. An analysis of the performance of welded wide flange columns , 1991 .
[7] Nicholas S. Trahair,et al. IN-PLANE INELASTIC BUCKLING AND STRENGTHS OF STEEL ARCHES , 1996 .
[8] Yong-Lin Pi,et al. OUT-OF-PLANE INELASTIC BUCKLING AND STRENGTH OF STEEL ARCHES , 1998 .
[9] Mark A. Bradford,et al. Elasto-plastic buckling and postbuckling of arches subjected to a central load , 2003 .
[10] Mark A. Bradford,et al. Out-of-Plane Strength Design of Fixed Steel I-Section Arches , 2005 .
[11] József Szalai,et al. A new residual stress distribution for hot-rolled I-shaped sections , 2005 .
[12] Reidar Bjorhovde. Cold Bending of Wide-Flange Shapes for Construction , 2006 .
[13] F. Tin-Loi,et al. In-Plane Strength Of Steel Arches , 2008 .
[14] Leroy Gardner,et al. Modeling of Residual Stresses in Structural Stainless Steel Sections , 2009 .
[15] H. H. Snijder,et al. Experimental investigation of residual stresses in roller bent wide flange steel sections , 2010 .
[16] H. H. Snijder,et al. Finite element simulations of residual stresses in roller bent wide flange sections , 2011 .