Loading...
Loading...

Go to the content (press return)

Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams

Author
Cladera , A.; Mari, A.; Ribas, C.; Bairan, J.M.; Oller, E.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2015-10
Volume
101
First page
386
Last page
398
DOI
https://doi.org/10.1016/j.engstruct.2015.07.025 Open in new window
Project funding
Performance-based-design of partially prestressed concrete structures. Proposal of new design methodolody, experimental verification and design criteria
Repository
http://hdl.handle.net/2117/81563 Open in new window
URL
http://www.sciencedirect.com/science/article/pii/S014102961500468X Open in new window
Abstract
A mechanical model previously developed by the authors for the prediction of the shear flexural strength of slender reinforced concrete beams with rectangular cross-section with or without stirrups has been extended to beams with T and I cross-sections. The effects of the section shape on each shear transfer action have been identified and incorporated into the corresponding equations. General expressions for strength verification and transverse reinforcement design have been derived. The contri...
Citation
Cladera , A., Mari, A., Ribas, C., Bairan, J., Oller, E. Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams. "Engineering structures", Octubre 2015, vol. 101, p. 386-398.
Keywords
Artificial neural-networks, Design procedure, I-beam, Mechanical model, Prestressed concrete, Reinforced concrete, Shear strength, Shear-flexure interaction, Stirrups, T-beam, Tests, Transverse reinforcement
Group of research
ATEM - Structural and Materials Technology

Participants

Attachments