Experimental study of RC deep beams with opening and FRP composites installed by means of EBR and EBROG methods

Author:

Arabzadeh Abolfazl,Karimizadeh Hamid

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Arabzadeh, A. Truss Analogy for the Analysis of Reinforced Concrete Fixed-ended Deep Beams. in The Second International Conference in Civil Engineering on Computer Applications, Research and Practice. 1996.

2. Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams;Chen;Eng. Struct.,2018

3. Investigation of the shear strength of HDC deep beams based on a modified direct strut-and-tie model;Deng;Constr. Build. Mater.,2018

4. Analysis of some experimental results of simply supported deep beams using truss analogy method;Arabzadeh;Iran. J. Sci. Technol. Trans. B Technol.,2001

5. A. Arabzadeh, A. Rahaei, R. Aghayari, A simple strut-and-tie model for prediction of ultimate shear strength of RC deep beams, 2009.

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