Effect of the manufacturing process on the behaviour of press-braked thin-walled steel columns

Author:

Quach W.M.,Teng, J.G.,Chung K.F.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference45 articles.

1. Quach WM. Residual stresses in cold-formed steel sections and their effect on column behaviour. Ph.D. thesis. Hong Kong: Department of Civil and Structural Engineering, The Hong Kong Polytechnic University; 2005.

2. Ingvarsson L. Cold-forming residual stresses—effect on buckling. In: Proceedings of the third international specialty conference on cold-formed steel structures. USA: University of Missouri-Rolla; 1975. p. 85–119.

3. Study of maximum strength of cold-formed steel columns;Weng;J Struct Eng, ASCE,1992

4. A theoretical investigation of the column behaviour of cold-formed square hollow sections;Key;Thin-Walled Struct,1993

5. Material properties models for analysis of cold-formed steel members;Abdel-Rahman;J Struct Eng, ASCE,1997

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