Analytical Model for Predicting Response and Flexure-Shear Resistance of Composite Beams Combining Reinforced Ultrahigh Performance Fiber-Reinforced Concrete and Reinforced Concrete-Reference-Cited by-同舟云学术

Analytical Model for Predicting Response and Flexure-Shear Resistance of Composite Beams Combining Reinforced Ultrahigh Performance Fiber-Reinforced Concrete and Reinforced Concrete

Published:2014-06 Issue:6 Volume:140 Page:04014012
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Noshiravani Talayeh¹,Brühwiler Eugen²

Affiliation:

1. Project Engineer, Zilch + Müller Ingenieure GmbH, Erika - Mann - Straße 63, 80636 Munich, Germany (corresponding author).

2. Full Professor, École Polytechnique Fédérale de Lausanne, GC B2 386 (Bâtiment GC), Station 18, CH-1015 Lausanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000902

Reference24 articles.

1. Retrofitting of Reinforced Concrete Beams with CARDIFRC

2. Bachmann H. (1967). “Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken.” Doctoral thesis Eidgenössische Technische Hochschule Zürich Zürich Switzerland (in German).

3. Brühwiler E. and Denarié E. (2008). “Rehabilitation of concrete structures using ultra-high performance fibre reinforced concrete.” Ultra high performance concrete (UHPC) Kassel The Second Int. Symp. on Ultra High Performance Concrete Kassel University Press Kassel Germany.

4. Analysis and design of steel fiber-reinfroced concrete beams;Casanova P.;ACI Struct. J.,1997

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