<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="6.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Biscaia, Hugo</style></author><author><style face="normal" font="default" size="100%">Chastre, Carlos</style></author><author><style face="normal" font="default" size="100%">Borba, Isabel</style></author><author><style face="normal" font="default" size="100%">Silva, Cinderela</style></author><author><style face="normal" font="default" size="100%">Cruz, David</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Experimental evaluation of bonding between CFRP laminates and different structural materials</style></title><secondary-title><style face="normal" font="default" size="100%">Journal of Composites for Construction</style></secondary-title></titles><keywords><keyword><style  face="normal" font="default" size="100%">Bond-slip</style></keyword><keyword><style  face="normal" font="default" size="100%">CFRP</style></keyword><keyword><style  face="normal" font="default" size="100%">Concrete</style></keyword><keyword><style  face="normal" font="default" size="100%">Debonding</style></keyword><keyword><style  face="normal" font="default" size="100%">Mechanical testing</style></keyword><keyword><style  face="normal" font="default" size="100%">steel</style></keyword><keyword><style  face="normal" font="default" size="100%">Timber</style></keyword></keywords><dates><year><style  face="normal" font="default" size="100%">2016</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29CC.1943-5614.0000631</style></url></web-urls></urls><number><style face="normal" font="default" size="100%">3</style></number><volume><style face="normal" font="default" size="100%">20</style></volume><pages><style face="normal" font="default" size="100%">04015070</style></pages><isbn><style face="normal" font="default" size="100%">1090-02681943-5614</style></isbn><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p&gt;This study presents an analysis of Carbon Fiber Reinforced Polymers (CFRP)-to-parent material interfaces based on 40 single-lap shear tests intended to highlight the strength of the interfaces under fracture mode II. Three different substrates are analyzed: timber;concrete and steel, using the same CFRP laminates and adhesive agent. The Externally Bonded Reinforcement (EBR) technique was used throughout the study. The results show that the CFRP-to-timber interfaces had the highest strength but also showed that these interfaces need a longer bonded length in order to reach maximum strength, i.e., CFRP-to-timber interfaces had the longest effective bond length. The local non-linear bond-slip curve of CFRP-to-concrete can be approximated to exponential curves, whereas the CFRP-to-timber or steel interfaces showed tri-linear and bi-linear bond-slip relations, respectively. Also, the CFRP-to-timber interfaces revealed the highest fracture energy.&lt;/p&gt;
</style></abstract><notes><style face="normal" font="default" size="100%">&lt;p&gt;n/a&lt;/p&gt;
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