Compressive strength behaviour of low- and medium-strength concrete specimens confined with carbon fibres in defective implementation conditions: an experimental study

This behaviour of low- and medium-strength concrete specimens confined with carbon fibre-reinforced polymer (CFRP) was analysed in three loading cycles. In some cases, stress levels were achieved that produced intemal microcracks, which allowed residual rigidity and the behaviour of completely micro...

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Bibliographic Details
Main Authors: M. Fernández-Cánovas, M. N. González-García, J. Á. Piñero, A. Cobo
Format: Article
Language:English
Published: Consejo Superior de Investigaciones Científicas 2016-12-01
Series:Materiales de Construccion
Subjects:
Online Access:http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/2041