2021
DOI: 10.1002/tal.1905
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Experimental and numerical study of the flexural capacity of reinforced concrete Vierendeel beams

Abstract: A reinforced concrete vierendeel beam (RCVB) is an open-web structure formed by connecting the top and bottom chords through block-shaped shear keys. In this study, the static load test was applied to understand the failure state and reinforcement ratios relationship with bending capacity of RCVBs. The results reveal that numbers of horizontal cracks appeared in the chord-key node area of the bendingshear section. The deflection development of specimens experienced elastic, elasticplastic, and plastic stages. … Show more

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