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: | , , , , , |
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| Lenguaje: | English |
| Publicado: |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
2020
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| Materias: | |
| Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300200 |
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