Validation of a Shear Model for RC and Hybrid Beams with Two Different Inclinations of Transversal Reinforcement

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Abstract

The validation of an analytical model recently proposed for evaluation of the shearcapacity in Reinforced Concrete (RC) beams containing multiple inclination of transverse stirrups ispresented. The model is a suitable extension of that currently proposed in Eurocode 2 for theevaluation of the shear resistance, and it is derived by means of the the variable-inclination stressfieldtheory based on Nielsen’s plastic approach. Experimental and numerical data available in theliterature on Hybrid Steel-Trussed Concrete Beams (HSTCBs) are used for model validation andresult discussion. Finally, also the comparison with a different analytical approach for theassessment of the shear resistance of HSTCBs is provided.
Lingua originaleEnglish
Titolo della pubblicazione ospiteApplied Mechanics and Materials
Pagine505-512
Numero di pagine8
Stato di pubblicazionePublished - 2016

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