deep beams; web opening; shear strength; strut-and-tie model; kinematic model
Abstract :
[en] Web openings are inevitably installed in deep beams in practice, while most of the research is focused on the shear behaviour of solid deep beams. The existence of web openings can reduce significantly the shear capacity of deep beams and therefore cause safety problems. In this study, the typical shear failure modes and load transfer mechanisms of deep beams with web openings are firstly investigated, and based on the investigation a kinematic model is proposed for the shear capacity prediction. This kinematic model stems from the existing two parameter kinematic theory (2PKT), which was shown to provide satisfying predictions on shear capacity of solid deep beams. In the proposed model, one shear span is divided into two sub shear spans below and above the web opening, respectively. The steel layout at beam end beyond the web opening is crucial for resisting shear transferred above the web opening. Twenty seven deep beam specimens with web openings are used for the validation. The proposed kinematic model provides satisfying results, i.e. Vexp/Vpre: Avg=1.14 and COV=7.8%.
Disciplines :
Civil engineering
Author, co-author :
Liu, Jian ; Université de Liège - ULiège > Département ArGEnCo > Département ArGEnCo
Mihaylov, Boyan ; Université de Liège - ULiège > Département ArGEnCo > Structures en béton
Language :
English
Title :
Modelling the Ultimate Shear Behaviour of Deep Beams with Web Openings
Publication date :
27 May 2019
Event name :
fib 2019 Symposium
Event organizer :
International Federation for Structural Concrete
Event place :
Krakow, Poland
Event date :
27-29, May, 2019
Audience :
International
Main work title :
Concrete – Innovations in Materials, Design and Structures
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