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Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs Cover

Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs

Nordic Concrete Research
Volume 61 (2019): Issue 2 (December 2019)
By: José Javier Veganzones,  Costin Pacoste and  Raid Karoumi  
Open Access
|Dec 2019

Authors

José Javier Veganzones

jjvm@kth.se

Division of Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm

Costin Pacoste

costin.pacoste@byv.kth.se

Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm

Raid Karoumi

raid.karoumi@byv.kth.se

Division of Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm
DOI: https://doi.org/10.2478/ncr-2019-0015 | Journal eISSN: 2545-2819 | Journal ISSN: 0800-6377
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Language: English
Page range: 131 - 152
Submitted on: Sep 15, 2019
Accepted on: Dec 20, 2019
Published on: Dec 31, 2019
Published by: Nordic Concrete Federation
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Overhang slab,
Bearing capacity,
Width,
Edge beam,
Shear force,
FE-modelling
Related subjects:
Materials sciences,
Materials processing

© 2019 José Javier Veganzones, Costin Pacoste, Raid Karoumi, published by Nordic Concrete Federation
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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