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Published: Građevinar 67 (2015) 10
Paper type: Subject review
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Numerical model for analysis of stress-ribbon bridges

Jure Radnić, Domagoj Matešan, Domagoj Buklijaš-Kobojević

Abstract

A newly developed numerical model for the analysis of stress-ribbon bridges under the short-term (static and dynamic) and long-term loads and actions is presented in the paper. The model can simulate main nonlinear effects of the behaviour of these structures, including nonlinear behaviour of materials, change in the structure geometry, phased construction, prestressing, etc. Basic solutions for the stress-ribbon bridge over the Cetina River near Zadvarje, and some results of its calculation using the developed numerical model, are presented. The model can be highly useful for calculation of similar bridges, but its further validation is necessary.

Keywords
stress-ribbon bridge, numerical model, static analysis, dynamic analysis, analysis for long-term loading and actions

HOW TO CITE THIS ARTICLE:

Radnić, J., Matešan, D., Buklijaš-Kobojević, D.: Numerical model for analysis of stress-ribbon bridges, GRAĐEVINAR, 67 (2015) 10, pp. 959-973, doi: https://doi.org/10.14256/JCE.1383.2015

OR:

Radnić, J., Matešan, D., Buklijaš-Kobojević, D. (2015). Numerical model for analysis of stress-ribbon bridges, GRAĐEVINAR, 67 (10), 959-973, doi: https://doi.org/10.14256/JCE.1383.2015

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Jure Radnic WEB
Jure Radnić
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Matesan WEB
Domagoj Matešan
University of Split
Faculty of Civil Engineering, Arcitecture and Geodesy
BulijasK WEB
Domagoj Buklijaš-Kobojević
University of Split
Faculty of Civil Engineering, Architecture and Geodesy