NON-LINEAR FINiTE ELEMENT ANALYSIS OF DYNAMlCALLY LOADED STRUCTURES

Authors

  • Á. Kovács

Abstract

An effective finite element method has been presented for calculating transient response of dynamically loaded structures. The so-called implicit-explicit algorithm is suitable to analyse geometrically and materially non-linear problems. The analytic integration of Prager's kinematic hardening rule permits the 'exact' calculation of stresses during plastic deformation.

How to Cite

Kovács, Á. “NON-LINEAR FINiTE ELEMENT ANALYSIS OF DYNAMlCALLY LOADED STRUCTURES”, Periodica Polytechnica Mechanical Engineering, 33(1-2), pp. 71–83, 1989.

Issue

Vol. 33 No. 1-2 (1989)

Section

Articles