Uni axial compression behaviour of lightweight expanded clay aggregate concrete cylinders confined by perforated steel tube and GFRP wrapping

Uni axial compression behaviour of lightweight expanded clay aggregate concrete cylinders confined by perforated steel tube and GFRP wrapping

Abstract This study presents the experimental investigation carried out on an Expanded Clay Aggregate concrete column confined by perforated steel tube strengthened by Glass Fiber Reinforced Polymer (GFRP) sheets under uniaxial compression. Two parameters were considered for the experimental investi...

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Autores principales: Ramalingam,Sathia, Ramalingam,Vijayalakshmi, Srinivasan,Ramanagopal, Gopinath,Vikram, Ramanareddy,Yuvarani, Ramanareddy,Yuvalatha
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2020
Materias:
LECA concrete
perforated steel tube
GFRP wrapping
Confined column
Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300200
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