By S.L. Chan, J.G. Teng and K.F. Chung (Eds.)

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Extra resources 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

Example text

Thus a MNA analysis may give a better plastic collapse load, and a GMNA analysis may give a better perfect shell strength, but the imperfection sensitivity must be separately evaluated. Linear elastic shell analysis When a linear elastic (LA) analysis is performed ("shell bending theory"), a much better description of the stresses in the structure is obtained than that of membrane theory, and unsymmetrical or local loads and discontinuities are all properly accommodated. The plastic limit load is often poorly estimated, as indicated above.

They represent the best choices for the reference loads. It should, of course, be noted that the bifurcation load is only calculable when compressive stresses are present. Difficulties with the choice of reference resistances The above may suggest that these reference resistances are universally useful. However, they still present problems in trying to maintain a good relationship between hand and computer calculations. g. ). However, the general definitions given above do not permit this, but instead deliver reference loads that can change significantly when quite small changes are made to the loading, geometry and boundary conditions.

Y. pp 1-64. S. M. , pp 12951300. M. R. (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.

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Advances in Steel Structures (ICASS '02). Proceedings of the by S.L. Chan, J.G. Teng and K.F. Chung (Eds.)
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