Different Approaches to Numerical Simulations of Prestressed Concrete Structural Elements

Filip Hokes

doi:10.4028/www.scientific.net/AMM.621.148

Paper Titles

Analysis of the Shear Failure of a Reinforced Concrete Wall
p.124

Modeling and Characteristics Investigation on a Load Control Valve
p.130

Experimental Investigation of Energy Damping in Masonry Mechanisms
p.137

Guyed Mast Structure Select Initial Parameter Impact on Research Performance
p.143

Different Approaches to Numerical Simulations of Prestressed Concrete Structural Elements
p.148

CC Path Generation Method Based on Cutting Shape of Flat-End Cutter
p.157

Study on Five-Axis NURBS Path Generation Method and Direct-Interpolation for CNC System
p.162

Conception of Scheduling and Planning in Reconfigurable Work Stations on the Base of IEC 61499 Function Blocks
p.167

Design of a PLC-Based Automatic Separate Channel Filter Rod Sampling Detection System
p.181

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 621Different Approaches to Numerical Simulations of...

Different Approaches to Numerical Simulations of Prestressed Concrete Structural Elements

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.

You might also be interested in these eBooks

Applied Research in Materials and Mechanics Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 621)

Pages:

148-153

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.621.148

Citation:

Cite this paper

Online since:

August 2014

Authors:

Filip Hokes*

Keywords:

ANSYS, Beam Element, Bonded Tendons, Finite Element Method (FEM), Link Element, Prestressed Concrete, Shell Element, Solid Element, Spring Element

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Navratil, J. Prestressed concrete structures. 1st ed. Brno: Akademické nakladatelství CERM, 2006, 184 s. ISBN 80-7204-462-1.

Google Scholar

[2] Barnat J. Bajer, M. Glue-Concrete interface of Bonded Anchor Experiment and ModelVI International Conference on Adaptive Modeling and Simulations ADMOS 20123, Lisboa, Portugal, 3-5 June, pp.89-94, ISBN 978-84941004-8-2.

Google Scholar

[3] Hradil, P., Kala, J., Salajka, V. Vymlátil, P. The application of concrete nonlinear model exposed to impact load. 13nd Int. Conf. on Automatic control, Modelling & simulation (ACMOS ´11), Lanzarote(Spain), pp.283-287, ISBN 978-1-61804-004-6.

Google Scholar

[4] Holomek, J., Bajer, M., Barnat, J. Effect of prestressed embossments under various types of loading using FEM analysis. VI International Conference on Adaptive Modeling and Simulations ADMOS 20123, Lisboa, Portugal, 3-5 June, pp.338-345.

Google Scholar

[5] Kala, Z., Kala, J. Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods. Conf. of Numerical Analysis and Applied Mathematics, Rhodes (Greece), 2011, pp.1865-1868.

DOI: 10.1063/1.3636974

Google Scholar

[6] Kala, J., Salajka, V., Hradil, P. Sensitivity Investigation of eigenvalue problem of water tower construction interacting with fluid, In: Journal of Vibroengineering, 2012, vol. 14, Issue 3, pp.1151-1159, ISSN 1392-8716.

Google Scholar

[7] ČSN EN 1992-1-1. Eurokód 2: Navrhování betonových konstrukcí - Část 1-1: Obecná pravidla pro pozemní stavby. Praha: ČNI, (2006).

Google Scholar

[8] ANSYS, Inc. Release 14. 5 Documentation for ANSYS. Southpointe 275 Technology Drive Canonsburg, PA 15317, (2012).

DOI: 10.1016/b978-0-12-811768-2.00022-5

Google Scholar