By S.L. Chan, J.G. Teng and K.F. Chung (Eds.)
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Additional info for Advances in Steel Structures (ICASS '02). Proceedings of the Third International Conference on Advances in Steel Structures 9–11 December 2002, Hong Kong, China
A first generalisation might transform the stresses into stress resultants, but this is still insufficient, since attainment of a limiting stress resultant at one point in a structure does not normally correspond to plastic collapse. Thus the most general dimensionless slendemess is given instead in terms of load factors that achieve plastic collapse or elastic buckling in the complete stmcture. The plastic limit state (formerly the yield stress in Eq. ^/. The elastic critical limit state (formerly the critical stress in Eq.
2000) "Imperfections and buckling in cylindrical shells with consistent residual stresses". Journal of Constructional Steel Research, Vol. 54, pp 265-282. , Gillie, M. and Miinch, M. R. Calladine, University of Cambridge, September. Y. M. (1996) "Algebraic analysis of elastic circular cylindrical shells under local loadings (Part 1 and Part 2)", Proc, International Conference on Structural Steelwork, Hong Kong, December 1996, pp. 801-807 and 808-814. E. A. (1972) "Plastic Analysis and the Design of Plates Shells and Disks", NorthHolland.
Extensive specialist use of stainless steel is made by the offshore and nuclear power industries to meet stringent safety and performance requirements whilst minimising the need for maintenance. In addition to the clear aesthetic appeal of stainless steels there are other increasingly strong arguments for adopting the material in structures. The corrosion resistance of stainless steels makes them one of the most durable families of construction materials; a material with no need for protective coatings against corrosion has clear advantages in terms of economy, weight savings, reduction in environmental impact and lower maintenance costs.