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Modified Strut-and-Tie Model for RC Deep Beams Considering Size Effect and Longitudinal Reinforcement

Accurate prediction of the shear capacity of reinforced concrete (RC) deep beams remains challenging due to the complex interaction of multiple load transfer mechanisms and the pronounced size effect in quasi-brittle materials. Existing strut-and-tie-based models are widely used in practice; however...

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Principais autores: Ziwen Wu, Haiyu Li, Kelun Wei, Wei Xie
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2026-06-01
Serier:Buildings
Fag:
reinforced concrete deep beams
shear capacity
size effect
strut-and-tie model
longitudinal reinforcement
Online adgang:https://www.mdpi.com/2075-5309/16/11/2258
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