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Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement

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Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement

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Miguel-Tortola, L.; Pallarés Rubio, L.; Miguel Sosa, P. (2018). Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement. Engineering Structures. 155:127-142. https://doi.org/10.1016/j.engstruct.2017.10.077

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/117816

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Title: Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement
Author: Miguel-Tortola, Lucia Pallarés Rubio, Luis Miguel Sosa, Pedro
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
[EN] The strut-and-tie model (STM) is currently established as the best approach for pile cap design. This model leads to efficient estimations of the main reinforcement placed in strips between piles. However, good ...[+]
Subjects: Reinforced concrete , Pile cap , 3D discontinuity regions , Strut-and-tie model , Building codes , Concrete design standard , Structural design , Punching shear , Stirrups
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2017.10.077
Publisher:
Elsevier
Publisher version: http://doi.org/10.1016/j.engstruct.2017.10.077
Project ID:
MINECO/BIA2012-32300
info:eu-repo/grantAgreement/MINECO//BES-2013-063409/ES/BES-2013-063409/
Thanks:
The authors would like to acknowledge the funding received from the Spanish Ministry of Economy and Competitiveness for basic non oriented research projects (BIA2012-32300), which also included a PhD fellowship (BES-2013-063409).[+]
Type: Artículo

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