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UDK: 624.073/074:666.97.03
DOI: n/a

Published: Građevinar 63 (2011) 2
Paper type: Preliminary report
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Model for nonlinear creep of concrete

Jure Radnić, Domagoj Matešan

Abstract

The linear concrete creep model, previously developed in the numerical model for the analysis of concrete slabs and shells subjected to long-term load, is briefly presented. This model has been improved by the nonlinear concrete creep model. It is explained that this model can be used for all stress levels, although it should additionally be checked through experiments for very high levels of stress. It is demonstrated that experimental results correspond well with numerically obtained values.

Keywords
numerical model, slab, shell, long-term load, stress, nonlinear creep of concrete

HOW TO CITE THIS ARTICLE:

Radnić, J., Matešan, D.: Model for nonlinear creep of concrete, GRAĐEVINAR, 63 (2011) 2

OR:

Radnić, J., Matešan, D. (2011). Model for nonlinear creep of concrete, GRAĐEVINAR, 63 (2)
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