Detail publikace

Different approaches to numerical simulations of prestressed concrete structural elements

HOKEŠ, F.

Originální název

Different approaches to numerical simulations of prestressed concrete structural elements

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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

Klíčová slova

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

Autoři

HOKEŠ, F.

Rok RIV

2014

Vydáno

21. 6. 2014

Místo

Switzerland

ISBN

978-1-138-02681-0

Kniha

Applied Research in Materials and Mechanics Engineering

Strany od

148

Strany do

153

Strany počet

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"
}