Abstract
According to the progress of the structural design concepts, it is requested in the design codes to check on the nonlinear structural behaviors beyond the elastic limit of material and to preserve the safety of structure from the damages in the elastic-plastic range. Therefore, the establishment of optimum design methods for structures which are subjected to elastic-plastic nonlinear behaviors is very fundamental and important subject to design it rationally.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
M.Z. Cohn and G. Maier, Engineering Plasticity by Mathematical Programming, Pergamon, Part II 7, 8, (1979) pp.135–196.
S. Kaliszky and J. Logo, “Variational principles for the optimal design of structures with bilinear force-deformation relations”, EPMESC, pp.37–43, 1992.
J. E. Taylor, “Toward a unified model for elastoplastic structural analysis”, Mechs. Res. Comms., pp.125–131, 1989.
S. Ohkubo, Y. Watada and T. Fujiwaki, “Nonlinear Analysis of truss by energy minimization”, Computers & Structures Vol.27, No.1, pp.129–145, 1987.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1995 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Ohkubo, S., Watada, Y. (1995). A New Variational Optimum Design Method for Nonlinear Truss without Behavior Sensitivities. In: Atluri, S.N., Yagawa, G., Cruse, T. (eds) Computational Mechanics ’95. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-79654-8_39
Download citation
DOI: https://doi.org/10.1007/978-3-642-79654-8_39
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-79656-2
Online ISBN: 978-3-642-79654-8
eBook Packages: Springer Book Archive