Mathematical modeling of materially nonlinear problems in structural analyses, Part II: Application in contemporary software | Zendy

Zoran Bonić | Zendy; Todor Vacev | Zendy; Verka Prolović | Zendy; Marina Mijalković | Zendy; Petar Dancevic | Zendy

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Mathematical modeling of materially nonlinear problems in structural analyses, Part II: Application in contemporary software

Author(s) -

Zoran Bonić,

Todor Vacev,

Verka Prolović,

Marina Mijalković,

Petar Dancevic

Publication year - 2010

Publication title -

facta universitatis - series architecture and civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2406-0860

pISSN - 0354-4605

DOI - 10.2298/fuace1002201b

Subject(s) - nonlinear system , bilinear interpolation , kinematics , software , mathematics , computer science , development (topology) , structural engineering , structural mechanics , deformation (meteorology) , finite element method , engineering , mathematical analysis , materials science , physics , classical mechanics , quantum mechanics , composite material , computer vision , programming language

The paper presents application of nonlinear material models in the software package Ansys. The development of the model theory is presented in the paper of the mathematical modeling of material nonlinear problems in structural analysis (part I - theoretical foundations), and here is described incremental-iterative procedure for solving problems of nonlinear material used by this package and an example of modeling of spread footing by using Bilinear-kinematics and Drucker-Prager mode was given. A comparative analysis of the results obtained by these modeling and experimental research of the author was made. Occurrence of the load level that corresponds to plastic deformation was noted, development of deformations with increasing load, as well as the distribution of dilatation in the footing was observed. Comparison of calculated and measured values of reinforcement dilatation shows their very good agreement

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