Comparison of main models for size effect on shear strength of reinforced and prestressed concrete beams

Technical Papers - Structural Concrete Heft 5/2016

Seite: 778-789

Autoren: Yu, Qiang, Le, Jia-Liang, Hubler, Mija H., Wendner, Roman, Cusatis, Gianluca, Ba ant, Zden k P.

DOI: 10.1002/suco.201500126

Stichworte: shear strength, size effect, reinforced concrete, fracture energy, multivariate database

Fachgebiete: design and construction + fib Model Code 2010 + analysis and design methods

This paper presents a critical comparison of the existing code provisions for the shear strength of concrete beams. The comparison is based on the computerized filtering-out of the inevitable statistical bias from the available multivariate database on shear strength, on an examination of the predicted size effects on shear strength and their underlying hypotheses and on the results of recent high-fidelity numerical simulations of shear failure. In addition to examining the existing models, the present comparison also provides several key considerations for testing the scientific soundness of any model of shear failure in concrete beams, which is necessary for future revisions to the design code provisions.

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Comparison of main models for size effect on shear strength of reinforced and prestressed concrete beams

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