By SL Chan and JG Teng (Eds.)
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Additional resources for Advances in Steel Structures (ICASS '99). Proceedings of The Second International Conference on Advances in Steel Structures 15–17 December 1999, Hong Kong, China
0 0 I I I I I I 20 40 60 80 100 120 . 140 . 160 . 180 200 ~n Fig. 0 / NC /. 0 ~000 . 9 0 I 20 40 60 80 1O0 120 140 160 180 200 Le/r Fig. J. Hancock Lipped and Unlipped Channels in Compression A test program on unlipped (plain) and lipped channels in compression was performed where the channels were compressed between fixed ends and pinned ends (Young and Rasmussen, 1998a, 1998b). Whereas it is well-known that local buckling of pin-ended channel columns induces overall bending, this phenomenon does not occur in fixed-ended channel columns that remain straight after local buckling and only bend when overall buckling occurs.
Tests of Portal Frames in Cold-Formed RHS", Tubular Structures VIII, Proceedings of the 8th International Symposium on Tubular Structures, Singapore, 521-529. Young, B and Rasmussen, KJR (1998a). "Tests of Fixed-Ended Plain Channel Columns", Journal of Structural Engineering, ASCE, 124-2, 131-139. Young, B and Rasmussen, KJR (1998b). "Design of Lipped Channel Columns", Journal of Structural Engineering, ASCE, 124-2, 140-148. Young, B and Hancock, GJ (1998). "Web Crippling Behaviour of Cold-Formed Unlipped Channels", 14th International Specialty Conference on Cold-Formed Steel Structures, St Louis, October, 127-150.
50 r Possible new Compact Limit ~ < 70- 5~/6 ~- 45 ~40 ~ ~ ~'~ ~f< 30 s , AS 410D I I Compa~:t Limit I N 35 II ~ 30 ~ 25 s 20 "~ 10 ~ 5 ~ o 20 30 40 50 60 70 80 90 Web Slenderness (AS 4100) ~ - (d-2t)/t-~(J'~/250) Fig. 9 Iso-rotation curves and proposed compact limit for webs of rectangular hollow sections Further research (Wilkinson and Hancock, 1998b,c,d) has recently been completed investigating the plastic behaviour and design of portal frames and connections within the frames. These papers described tests of different types of column-rafter knee connections, and tests of 3 large scale portal frames manufactured from cold-formed Grade C350 and Grade C450 cold-formed RHS.
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