000202647 001__ 202647
000202647 005__ 20181203023637.0
000202647 0247_ $$2doi$$a10.1016/j.compositesb.2013.12.007
000202647 022__ $$a1359-8368
000202647 037__ $$aARTICLE
000202647 245__ $$aModelling of the bond behaviour of tuff elements externally bonded with FRP sheets
000202647 260__ $$bElsevier$$c2014
000202647 269__ $$a2014
000202647 336__ $$aJournal Articles
000202647 520__ $$aThe performance of fibre reinforced plastic (FRP) materials used for external strengthening depends strongly on the bond behaviour at the FRP-substrate interface. In this paper, the results of an analytical model and of two Finite Element (FE) models (bi-and three-dimensional) for simulating bond behaviour in FRP-strengthened masonry elements using zero-thickness interface elements are presented. The primary parameters of bilinear and nonlinear bond-slip laws were determined from experimental results of single shear bond tests that the authors conducted on masonry blocks of yellow tuff bonded with FRP carbon and glass fabrics. Several parametric analyses were conducted to estimate the effect of the primary bond law parameters on the global behaviour of the specimens and to determine the effective bonded length for the investigated masonry support.
000202647 6531_ $$aCarbon fibres
000202647 6531_ $$aGlass fibres
000202647 6531_ $$aDebonding
000202647 6531_ $$aFinite element analysis (FEA)
000202647 6531_ $$aAnalytical modelling
000202647 700__ $$aCeroni, Francesca
000202647 700__ $$0248173$$aGarofano, Angelo$$g247593
000202647 700__ $$aPecce, Marisa
000202647 773__ $$j59$$q248-259$$tComposites Part B: Engineering
000202647 909C0 $$0252031$$pIMAC$$xU10237
000202647 909CO $$ooai:infoscience.tind.io:202647$$particle$$pENAC
000202647 917Z8 $$x247593
000202647 917Z8 $$x247593
000202647 917Z8 $$x188416
000202647 937__ $$aEPFL-ARTICLE-202647
000202647 973__ $$aOTHER$$rREVIEWED$$sPUBLISHED
000202647 980__ $$aARTICLE