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Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

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Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

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Pereiro-Barceló, J.; Bonet Senach, JL.; Albiol Ibáñez, JR. (2018). Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements. Engineering Structures. 160:328-341. https://doi.org/10.1016/j.engstruct.2018.01.048

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/117819

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Title: Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Construcciones Arquitectónicas - Departament de Construccions Arquitectòniques
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] Compressed reinforcement buckling in concrete columns can reduce ductility in structural elements. In order to avoid this, design codes propose maximum required tie spacing. Nonetheless, they do not incorporate the ...[+]
Subjects: Buckling reinforcement , High strength concrete , Fiber-reinforced concrete , RC columns
Copyrigths: Embargado
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2018.01.048
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.engstruct.2018.01.048
Thanks:
The research presented herein forms part of a research undertaken at the Concrete Science and Technology Institute (ICITECH) of the Universitat Politecnica de Valencia (UPV). The authors are sincerely grateful to the Spanish ...[+]
Type: Artículo

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