DISCUSSIONS AND CLOSURES
Sep 1, 1992
Discussion of “Incremental Collapse of Structures with Constant Plus Cyclically Varying Loads” by S. A. Guralnick, T. Erber, O. Soudan and J. He (June, 1991, Vol. 117, No. 6)
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References
1.
Gross‐Weege, J. (1990). “A unified formulation of statical shakedown criteria for geometrically nonlinear problem.” Int. J. Plast., 6, 433–447.
2.
Maier, G. (1973). “A shakedown matrix theory allowing for work‐hardening and second‐order geometric effects.” Foundations of plasticity, A. Sawczuk, ed., Noordhoff, Leiden, The Netherlands, 417–433.
3.
Siemaszko, A., König, J. A. (1985). “Analysis of stability of incremental collapse of skeletal structures.” J. Struct. Mech., 13, 301–321.
4.
Weichert, D. (1986). “On the influence of geometrical nonlinearities on the shakedown of elastic‐plastic structures.” Int. J. Plast., 2(2), 135–148.
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Copyright © 1992 ASCE.
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Published online: Sep 1, 1992
Published in print: Sep 1992
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Andrzej Siemaszko
Res. Assoc., Inst. of Fundamental Tech. Res., Świtokrzyska 21, PL‐00‐049 Warsaw, Poland
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