The optimisation of cold rolled formed products

Thin-Walled Structures

Volumn 29, Issue 1-4, 1997, Pages 159-174

  Castellucci, M A ^a   Pillinger, I ^a   Hartley, P ^a   Deeley, G T ^b  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

^b Hadley Group Technology   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLD ROLLING; COMPUTER SIMULATION; ELASTICITY; OPTIMIZATION; SHEAR STRESS; STIFFNESS;

COLD ROLLED FORMED PRODUCTS;

STRUCTURAL ANALYSIS;

EID: 0031219668     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0263-8231(97)00020-7     Document Type: Article

References (6)

1. Walker, A. C., Design and Analysis of Cold Formed Sections. International Textbook Co. Ltd, 1975.
2. Yu, W., Cold Formed Steel Structures. McGraw Hill, 1973.
3. Rhodes, J. and Zaras, J., Development and design analysis of a new purlin system. Proceedings of the Ninth International Conference on Cold-formed Steel Structures, University of Missouri-Rolla, ed. W. W. Yu and J. H. Senne, 1988, pp. 215-228.
4. British Standards Institution, BS 5950 structural use of steel work in building, Part 5: 1987: code of practise for design of cold formed sections, 1987.
5. Murray, N. W. and Attard, M. M., A direct method of evaluating the warping properties of thin-walled open and closed profiles. Thin-Walled Structures, 1987, 5, 351-364.
6. Nguyen, P. and Yu, W., Laterally reinforced cold formed reinforced cold formed steel beam webs. Journal of Structural Engineering, ASCE, 1982, 108(ST11), 2423-2442.