000012786 001__ 12786
000012786 005__ 20160920162646.0
000012786 04107 $$aeng
000012786 046__ $$k2016-09-05
000012786 100__ $$aLin, J.P.
000012786 24500 $$aFinite element analyses of EB-FRP to concrete joints

000012786 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012786 260__ $$bTaylor and Francis Group, London, UK
000012786 506__ $$arestricted
000012786 520__ $$2eng$$aNumerous computational studies have been reported on the simulation of ExternallyBonded (EB) Fibre Reinforced Polymer (FRP)-to-concrete joints. However, these computational models have not been extensively used to study the joints and develop bond-slip relationship of the interface. Therefore, the bond-slip relationship of the interface has been developed mainly by laboratory testing so far. The Finite Element (FE) analyses in this work show that the numerical simulation can not only be used to develop bond-slip relationship of the joint, but also derive results that cannot be obtained from experimental testing. Damage plasticity theory is used as the constitutive model of concrete material. FE analyses are used to simulate pull-of tests of EB-FRP joints. It is interesting to find that the interfacial bond-slip curve has a shape different from all existing models. However, such change in shape does not make a significant difference to the global interfacial load-slip response.

000012786 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012786 653__ $$a

000012786 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012786 720__ $$aLin, J.P.$$iWu, Y.F.
000012786 8560_ $$ffischerc@itam.cas.cz
000012786 8564_ $$s958263$$uhttp://invenio.itam.cas.cz/record/12786/files/234.pdf$$yOriginal version of the author's contribution as presented on CD, 234.pdf.
000012786 962__ $$r12552
000012786 980__ $$aPAPER