Publication detail

Different approaches to numerical simulations of prestressed concrete structural elements

HOKEŠ, F.

Original Title

Different approaches to numerical simulations of prestressed concrete structural elements

Type

conference paper

Language

English

Original Abstract

The topic of this paper is the description of different approaches to numerical simulation of prestressed concrete in computational system ANSYS 14.5. Due to increasing popularity of the numerical simulations, the paper aims to divide and describe simple methods and related aspects of modeling prestress on the finite element level. The paper contains three main part: the analytical solution, the numerical solution and the final comparison of the results. The obtained numerical results proved applicability of FEA for solving problems of prestressed concrete elements

Keywords

Load limits; Sensitivity analysis, analysis of stability; Initial imperfection; Lateral deflection; Lateral-torsional buckling; Latin hypercube sampling methods; Random imperfections; Sampling simulation; Shell finite elements

Authors

HOKEŠ, F.

RIV year

2014

Released

21. 6. 2014

Location

Switzerland

ISBN

978-1-138-02681-0

Book

Applied Research in Materials and Mechanics Engineering

Pages from

148

Pages to

153

Pages count

6

BibTex

@inproceedings{BUT114220,
  author="Filip {Hokeš}",
  title="Different approaches to numerical simulations of prestressed concrete structural elements",
  booktitle="Applied Research in Materials and Mechanics Engineering",
  year="2014",
  pages="148--153",
  address="Switzerland",
  doi="10.4028/www.scientific.net/AMM.621.14",
  isbn="978-1-138-02681-0"
}