000012799 001__ 12799
000012799 005__ 20160920162647.0
000012799 04107 $$aeng
000012799 046__ $$k2016-09-05
000012799 100__ $$aTao, Y.
000012799 24500 $$aPull-out test of FRP anchors in clay bricks

000012799 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012799 260__ $$bTaylor and Francis Group, London, UK
000012799 506__ $$arestricted
000012799 520__ $$2eng$$aFibre Reinforced Polymer (FRP) anchors have been shown to be effective for delaying or even preventing premature debonding failure in concrete structures strengthened with externally bonded FRP. The application of the FRP anchors can improve the loading capability and ductility of the strengthened structure, thus enhancing its seismic resistance. Masonry structures are very common worldwide, but little research has been conducted on the performance of FRP anchors embedded in masonry structures. This study focuses on the behaviour of FRP anchors embedded in clay bricks. One of the differences between brick units and common concrete prism specimens is that the former usually has smaller dimensions. This paper reports an experimental study on FRP anchors under pull-off loading. The experimental results indicate that FRP anchors made from folded pre-wet fibre sheet can efficiently improve the anchorage performance. The size of the anchor hole has significant influences on the performance of anchorage.

000012799 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012799 653__ $$a

000012799 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012799 720__ $$aTao, Y.$$iZheng, X.L.$$iShi, Q.X.$$iChen, J.F.
000012799 8560_ $$ffischerc@itam.cas.cz
000012799 8564_ $$s2483841$$uhttps://invenio.itam.cas.cz/record/12799/files/247.pdf$$yOriginal version of the author's contribution as presented on CD, 247.pdf.
000012799 962__ $$r12552
000012799 980__ $$aPAPER