PMID- 30966599 OWN - NLM STAT- PubMed-not-MEDLINE LR - 20200930 IS - 2073-4360 (Electronic) IS - 2073-4360 (Linking) VI - 10 IP - 6 DP - 2018 May 23 TI - Behaviour of Prestressed CFRP Anchorages during and after Freeze-Thaw Cycle Exposure. LID - 10.3390/polym10060565 [doi] LID - 565 AB - The long-term performance of externally-bonded reinforcements (EBR) on reinforced concrete (RC) structures highly depends on the behavior of constituent materials and their interfaces to various environmental loads, such as temperature and humidity exposure. Although significant efforts have been devoted to understanding the effect of such conditions on the anchorage resistance of unstressed EBR, with or without sustained loading, the effect of a released prestressing has not been thoroughly investigated. For this purpose, a series of experiments has been carried out herein, with concrete blocks strengthened with carbon fiber-reinforced polymer (CFRP) strips, both unstressed, as well as prestressed using the gradient anchorage. The gradient anchorage is a non-mechanical technique to anchor prestressed CFRP by exploiting the accelerated curing property of epoxy under higher temperatures and segment-wise prestress-force releasing. Subsequently, strengthened blocks are transferred into a chamber for exposure in dry freeze-thaw cycles (FTC). Following FTC exposure, the blocks are tested in a conventional lap-shear test setup to determine their residual anchorage resistance and then compared with reference specimens. Blocks were monitored during FTC by conventional and Fabry(-)Perot-based fiber optic strain (FOS) sensors and a 3D-digital image correlation (3D-DIC) system during gradient application and lap-shear testing. Results indicate a reduction of residual anchorage resistance, stiffness and deformation capacity of the system after FTC and a change in the failure mode from concrete substrate to epoxy-concrete interface failure. It was further observed that all of these properties experienced a more significant reduction for prestressed specimens. These findings are presented with a complementary finite element model to shed more light onto the durability of such systems. FAU - Harmanci, Yunus Emre AU - Harmanci YE AUID- ORCID: 0000-0002-6739-218X AD - Institute of Structural Engineering, Department of Civil, Environmental & Geomatic Engineering, ETH Zurich, 8049 Zurich, Switzerland. harmanci@ibk.baug.ethz.ch. AD - Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology, Empa, 8600 Dubendorf, Switzerland. harmanci@ibk.baug.ethz.ch. FAU - Michels, Julien AU - Michels J AUID- ORCID: 0000-0002-9689-0890 AD - Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology, Empa, 8600 Dubendorf, Switzerland. Julien.Michels@empa.ch. AD - re-fer AG, 6440 Brunnen, Switzerland. Julien.Michels@empa.ch. FAU - Chatzi, Eleni AU - Chatzi E AUID- ORCID: 0000-0002-6870-240X AD - Institute of Structural Engineering, Department of Civil, Environmental & Geomatic Engineering, ETH Zurich, 8049 Zurich, Switzerland. chatzi@ibk.baug.ethz.ch. LA - eng GR - Project No.124401/Swiss National Science Foundation/ PT - Journal Article DEP - 20180523 PL - Switzerland TA - Polymers (Basel) JT - Polymers JID - 101545357 PMC - PMC6404005 OTO - NOTNLM OT - CFRP OT - bond behavior OT - durability OT - epoxy OT - fiber optic sensors OT - finite element modeling OT - freeze-thaw-cycles OT - prestressing OT - structural strengthening OT - swelling COIS- The authors declare no conflict of interest. EDAT- 2019/04/11 06:00 MHDA- 2019/04/11 06:01 PMCR- 2018/05/23 CRDT- 2019/04/11 06:00 PHST- 2018/03/01 00:00 [received] PHST- 2018/05/09 00:00 [revised] PHST- 2018/05/17 00:00 [accepted] PHST- 2019/04/11 06:00 [entrez] PHST- 2019/04/11 06:00 [pubmed] PHST- 2019/04/11 06:01 [medline] PHST- 2018/05/23 00:00 [pmc-release] AID - polym10060565 [pii] AID - polymers-10-00565 [pii] AID - 10.3390/polym10060565 [doi] PST - epublish SO - Polymers (Basel). 2018 May 23;10(6):565. doi: 10.3390/polym10060565.