Analysis of fracture processes in reinforced concrete beams without stirrups

The analysis of fracture processes which led to shear failure in reinforced concrete beams without transverse reinforcement was performed on the basis of test results from the author’s own experimental investigation and numerical simulations. The variable parameters during the experiment were a bea...

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Autor principal: Marta Słowik
Formato: article
Lenguaje:EN
Publicado: Gruppo Italiano Frattura 2021
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Acceso en línea:https://doaj.org/article/d715a25faa404e4cae628e557064882a
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