On the reliability of the design approach for FRC structures according tofibModel Code 2010: the case of elevated slabs
Author:
Affiliation:
1. Department of Civil & Environmental Engineering; Politecnico di Milano; P.za L. da Vinci 32 20133 Milan Italy
2. Belgian Building Research Institute (BBRI); Division Structures; 21 Avenue P. Holoffe B-1342 Limelette Belgium
Funder
Fédération Wallonie-Bruxelles
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/suco.201500151/fullpdf
Reference44 articles.
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2. Design aspects on steel fiber-reinforced concrete pavements;Belletti;Journal of Materials in Civil Engineering,2008
3. Mu , B. Shah , S. P. Characterization of fatigue failure mechanism for concrete airport pavement 11th Intl. Conf. on Fracture 2 2005 1512 1517
4. Banthia , N. Mindess , S. Bringing science to an art: A decade of shotcrete research at the University of British Columbia - Shotcrete for Underground Support X. Proc. of 10th Intl. Conf. on Shotcrete for Underground Support 215 2006 30 45
5. Kooiman , A. G. Modelling steel fibre-reinforced concrete for structural design Delft University of Technology 2000
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