Behaviour of retrofited precast UHPC and Ni-Ti SMA column-to-foundation connection with CFRP wrapping layers
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http://hdl.handle.net/10045/121769
Títol: | Behaviour of retrofited precast UHPC and Ni-Ti SMA column-to-foundation connection with CFRP wrapping layers |
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Autors: | Pereiro-Barceló, Javier | Bonet, José L. | Rueda-García, Lisbel | Ciurana-Tatay, Álvaro |
Grups d'investigació o GITE: | Grupo de Ensayo, Simulación y Modelización de Estructuras (GRESMES) |
Centre, Departament o Servei: | Universidad de Alicante. Departamento de Ingeniería Civil |
Paraules clau: | UHPC | Ni-Ti | SMA | CFRP | Self-centring | Retrofitting | Cyclic load | Ductility | Residual drift ratio |
Àrees de coneixement: | Ingeniería de la Construcción |
Data de publicació: | 25-de gener-2022 |
Editor: | Elsevier |
Citació bibliogràfica: | Construction and Building Materials. 2022, 323: 126536. https://doi.org/10.1016/j.conbuildmat.2022.126536 |
Resum: | Four precast column-to-foundation connection specimens, previously tested under lateral reversed cyclic loading and constant axial load (first-stage tests), were repaired with Carbon Fibre Reinforced Polymer (CFRP) layers in the areas where plastic hinges had formed and were retested under the same loads (second-stage tests). The columns were originally manufactured with ultrahigh-performance concrete (UHPC) with high stee-fibre content (volumetric steel/fibre ratio 1.9%). The steel bars in the connection were replaced with superelastic Ni-Ti SMA bars that crossed the column/foundation interface. Two types of connection between the precast column and the foundation were analysed: protruding bars and smooth pocket bars (SP). The specimens were subjected to the same constant level of relative axial load in both the first and second-stage tests. The objective was to determine whether the initial performance of precast UHPC and SMA reinforced column-to-foundation connections against lateral cyclic loads can be restored after a seismic event by means of simple and economic retrofitting. The effectiveness of the number of strengthening CFRP layers was also studied (two or three CFRP wrapping layers) for each column-to-foundation connection type. The main results for PB and SP connection specimens with respect to the original specimens were respectively: an average strength capacity loss of 8% and 19%, displacement ductility increase of 8% and 42%, dissipated energy 48% and 53% higher and initial stiffness 9.5% and 21% lower. No significant differences were observed in the repairs done with two or three CFRP wrapping layers. |
Patrocinadors: | The authors wish to thank the Spanish Ministry of Science and Innovation for the support provided through Projects BIA2012-32645 and RTI2018-099091-B-C21-AR, and Grant BES-2016-078010 from the European Union for the financial support with FEDER funds, and the Spanish Ministry of Education, Culture and Sport for Grant FPU12/01451. |
URI: | http://hdl.handle.net/10045/121769 |
ISSN: | 0950-0618 (Print) | 1879-0526 (Online) |
DOI: | 10.1016/j.conbuildmat.2022.126536 |
Idioma: | eng |
Tipus: | info:eu-repo/semantics/article |
Drets: | © 2022 Elsevier Ltd. |
Revisió científica: | si |
Versió de l'editor: | https://doi.org/10.1016/j.conbuildmat.2022.126536 |
Apareix a la col·lecció: | INV - GRESMES - Artículos de Revistas |
Arxius per aquest ítem:
Arxiu | Descripció | Tamany | Format | |
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Pereiro-Barcelo_etal_2022_ConstBuildMat_final.pdf | Versión final (acceso restringido) | 14,59 MB | Adobe PDF | Obrir Sol·licitar una còpia |
Pereiro-Barcelo_etal_2022_ConstBuildMat_preprint.pdf | Preprint (acceso abierto) | 1,87 MB | Adobe PDF | Obrir Vista prèvia |
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