Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/7117
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Docevska Marija | en_US |
dc.contributor.author | Arangjelovski Toni | en_US |
dc.contributor.author | Markovski Goran | en_US |
dc.contributor.author | Nakov Darko | en_US |
dc.date.accessioned | 2020-03-02T19:55:44Z | - |
dc.date.available | 2020-03-02T19:55:44Z | - |
dc.date.issued | 2018-11 | - |
dc.identifier.citation | 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 | en_US |
dc.identifier.uri | http://hdl.handle.net/20.500.12188/7117 | - |
dc.description.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. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Croation Association of Civil Engineers | en_US |
dc.relation.ispartof | Gradjevinar | en_US |
dc.subject | creep and shrinkage, long-term deflections, moment-curvature, crack pattern, tension-stiffening | en_US |
dc.title | Numerical and Analytical Model for Serviceability Limit States of Reinforced concrete elements | en_US |
dc.type | Journal Article | en_US |
dc.identifier.doi | https://doi.org/10.14256/JCE.2050.2017 | - |
item.grantfulltext | none | - |
item.fulltext | No Fulltext | - |
Appears in Collections: | Faculty of Civil Engineering: Journal Articles |
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