... which caused cracks. Additionally, the iron footring was too weak. By this knowledge from experimental and graphical mechanics the proposal for a strengthened iron footring and additional iron rings at the positions of high excentricities was submitted. Finite element method Non‐linear...

...S.M.R. Tabatabai; K.M. Mosalam A system for optimum reinforcement design and non‐linear analysis of reinforced concrete structures is presented. The specially‐tailored program ORCHID (Optimum Reinforced Concrete Highly Interactive Dimensioning) is utilized for the reinforcement design...

... of Stuttgart, Stuttgart, Germany Non-linear static finite element analysis 601 Received June 1998 Revised March 1999 Accepted April 1999 Keywords Deformation, Algorithms, Finite element analysis, Non-linear analysis Abstract The present study focusses on algorithmic aspects related to deformation dependent...

...J.J. Anza; M.A. Gutierrez The numerical simulation of metal forming processes follows a highly non‐linear analysis where general aspects such as elastoplasticity, finite deformation and contact mechanics are combined. Approximated solutions obtained by finite element techniques require strong...

.... Typical layer of the element Steel layer = +1.0 8 7 6 5 = 1.0 4 3 2 Steel layer 1 Numerical procedure Numerical procedures for the non-linear analysis are proposed by many researchers. In the non-linear analysis of concrete it is not suitable to apply the load increment scheme because this could...

...‐linear analysis Continuum damage model ENGINEERING COMPUTATIONS, VOL. 8, 33-55 (1991) THREE-DIMENSIONAL NON-LINEAR ANALYSIS OF REINFORCED CONCRETE BEAMS ZHEFENG SUN AND DENYS BREYSSE Laboraloire de Mécanique el Technologie (LMT), ENS de Cachan/Univ. Paris 6/CNRS,61Avenue du President Wilson...