Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/7117
Title: Numerical and Analytical Model for Serviceability Limit States of Reinforced concrete elements
Authors: Docevska Marija
Arangjelovski Toni
Markovski Goran
Nakov Darko
Keywords: creep and shrinkage, long-term deflections, moment-curvature, crack pattern, tension-stiffening
Issue Date: Nov-2018
Publisher: Croation Association of Civil Engineers
Source: Docevska, M., Arangjelovski, T., Markovski, G., Nakov, D.: Numerical and analytical model for serviceability limit states of RC elements, GRAĐEVINAR, 70 (2018) 11, pp. 943-952, doi: https://doi.org/10.14256/JCE.2050.2017
Journal: Gradjevinar
Abstract: A numerical and analytical model for prediction of serviceability limit states of flexural reinforced concrete members is outlined. The considered beam elements are investigated under short-term and long-term bending load. The numerical and analytical model is validated using existing experimental data. Both analyses provide reliable estimation of in-service deflections. A multi-directional fixed crack model is included in the numerical model to account for the non-linear post-cracking behaviour of concrete. For long-term analysis, time-dependent effects of concrete, creep and shrinkage are employed in both models through viscoelastic concrete behaviour.
URI: http://hdl.handle.net/20.500.12188/7117
DOI: https://doi.org/10.14256/JCE.2050.2017
Appears in Collections:Faculty of Civil Engineering: Journal Articles

Show full item record

Page view(s)

10
checked on May 25, 2020

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.