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- W3022367054 abstract "This chapter discusses the theory of nonlinear finite element analysis. A variety of situations exist, in which a structure may be subjected to large dynamic loads, which can cause permanent deformation or damage to the structure. Therefore, structural dynamics and impact mechanics have an important role in the engineering design. This chapter presents a simple and efficient procedure for large displacement plastic analysis of beam-column elements. The objective of this chapter is to present a theoretical formulation for the modeling of strain-rate hardening effects, and shows how these effects can be implemented into three-dimensional finite beam-column elements. The finite beam-column element is ideally suited for the impact analysis of flames with large displacements, strain hardening, and strain-rate hardening. The accuracy and efficiency of the element are examined by comparing the present results with those obtained from experiments by others, rigid-plastic analyses, and from existing finite element analysis results. This appendix is written based on a Japanese book authored by Yagawa and Miyazaki. When the formulation presented in this chapter was made, the author had been inspired by this book and Yamada's. The objective of this appendix is to describe the basics of plasticity that may be useful to understand the mathematical formulation presented in the main body of this chapter. The isotropic hardening rule and the kinematic hardening rule are also described." @default.
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- W3022367054 date "2003-01-01" @default.
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- W3022367054 title "A Theory of Nonlinear Finite Element Analysis" @default.
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- W3022367054 doi "https://doi.org/10.1016/b978-008043921-1/50012-5" @default.
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