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UDK: 624.012.4:624.044
DOI: n/a

Published: Građevinar 55 (2003) 6
Paper type: Original scientific paper
Download article (Croatian): PDF
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Numerical model for calculating width of voids in concrete elements

Jure Radnić, Lada Markota, Alen Harapin

Abstract

A general model for calculating width of voids in traditionally reinforced, prestressed composite concrete elements subjected to bending load is presented. Cross sections can be of any shape, with any position of reinforcement and eccentric external force, and the bonding may be conducted in several phases. The exposed model and the specially developed computer program CW were checked with results of experimental testing of reinforced-concrete elements subjected to pure bending and centric tension.

Keywords
void width, void spacing, unspecified cross section, reinforcement slipping, Concrete element, experimental verification, numerical model

HOW TO CITE THIS ARTICLE:

Radnić, J., Markota, L., Harapin, A.: Numerical model for calculating width of voids in concrete elements, GRAĐEVINAR, 55 (2003) 6

OR:

Radnić, J., Markota, L., Harapin, A. (2003). Numerical model for calculating width of voids in concrete elements, GRAĐEVINAR, 55 (6)
Authors:
Jure Radnic WEB
Jure Radnić
University of Split
Faculty of Civil Engineering, Architecture and Geodesy

Lada Markota
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Harapin Alen
Alen Harapin
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy