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UDK: 624.943:624.07
DOI: n/a

Published: Građevinar 58 (2006) 4
Paper type: Original scientific paper
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Three-dimensional model of a prestressed tie

Mirela Galić, Željana Nikolić, Pavao Marović

Abstract

Basic notions of numerical modelling of prestressed ties, as used in the analysis of spatial prestressed reinforced-concrete structures, are presented. The ties are modelled by one-dimensional curvilinear elements contained in a three-dimensional finite element of concrete. The model developed in this way is entered in the PRECON3D program. The use of the model is presented through numerical examples, and its validity is checked by comparing the results with numerical and experimental results taken from literature.

Keywords
three-dimensional model, curvilinear finite elements, prestressed tie, numerical modelling, spatial structure

HOW TO CITE THIS ARTICLE:

Galić, M., Nikolić, Ž., Marović, P.: Three-dimensional model of a prestressed tie, GRAĐEVINAR, 58 (2006) 4

OR:

Galić, M., Nikolić, Ž., Marović, P. (2006). Three-dimensional model of a prestressed tie, GRAĐEVINAR, 58 (4)
Authors:

Mirela Galić
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy
zeljana
Željana Nikolić
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy

Pavao Marović
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy