Contribution of R-UHPFRC Strengthening Layers to the Shear Resistance of RC Elements-Reference-Cited by-同舟云学术

Contribution of R-UHPFRC Strengthening Layers to the Shear Resistance of RC Elements

Published:2016-11 Issue:4 Volume:26 Page:365-374
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Bastien-Masse Malena¹,Brühwiler Eugen¹

Affiliation:

1. Ecole Polytechnique Fédérale de Lausanne, ENAC IIC MCS, Lausanne, Switzerland Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686616X14555429843924

Reference10 articles.

1. Oesterlee C.Structural Response of Reinforced UHPFRC and RC Composite Members. Doctoral Thesis EPFL No. 4848. Ecole Polytechnique Fédérale de Lausanne, Lausanne, 2010, 136 pp.

2. Experimental investigation on punching resistance of R-UHPFRC–RC composite slabs

3. Noshiravani T.Structural Response of RUHPFRC - RC Composite Members Subjected to Combined Bending and Shear. Doctoral Thesis EPFL No. 5246. Ecole Polytechnique Federale de Lausanne, Lausanne, 2012, 188 pp.

4. Muttoni A, Fernández Ruiz M. Shear in slabs and beams: should they be treated in the same way? InShear and Punching Shear in RC and FRC Elements, Fédération Internationale du Béton: Lausanne, Switzerland, 2010; 105–128.

5. Marti P.Theory of Structures: Fundamentals, Framed Structures, Plates and Shells, 1st edn. Ernst & Sohn: Berlin, Germany, 2013; 696.

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