Shear Capacity of Normal, Lightweight, and High-Strength Concrete Beams according to Model Code 2010. II: Experimental Results versus Nonlinear Finite Element Program Results-Reference-Cited by-同舟云学术

Shear Capacity of Normal, Lightweight, and High-Strength Concrete Beams according to Model Code 2010. II: Experimental Results versus Nonlinear Finite Element Program Results

Published:2013-09 Issue:9 Volume:139 Page:1600-1607
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Belletti Beatrice¹,Esposito Rita²,Walraven Joost³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Dept. of Civil and Environmental Engineering and Architecture, Univ. of Parma, via Usberti 181/A, 43100 Parma, Italy.

2. Ph.D. Researcher, Faculty of Civil Engineering and Geosciences, Dept. of Structural Engineering, Delft Univ. of Technology, Stevinweg 1, 2628 CN, Delft, Netherlands.

3. Professor, Faculty of Civil Engineering and Geosciences, Dept. of Structural Engineering, Delft Univ. of Technology, Stevinweg 1, 2628 CN, Delft, Netherlands (corresponding author).

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.0000743

Reference16 articles.

1. Physical Approach for Reinforced-Concrete (PARC) Membrane Elements

2. Design Aspects on Steel Fiber-Reinforced Concrete Pavements

3. Belletti B. and Esposito R. (2010). “Un modello costitutivo per elementi in C.A. soggetti ad azioni cicliche.” Proc. 18th C.T.E. Conf. Brescia Italy 81–91 (in Italian).

4. CEB-FIP MODEL CODE 1990

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