An investigation on the interface fracture propagation between FRP and masonry

The masonry-FRP interface fracture is a topic of considerable research interest due to the
heterogeneity of the masonry subgrade. The size of the material inhomgeneity associated with the
presence of mortar joints is significant compared with the length scale of fracture process. In this
paper, the results of an experimental investigation into the shear debonding of FRP sheets from
brick, mortar and masonry are reported. The test procedures [1,2] developed previously for
obtaining the FRP-concrete cohesive fracture response are applied. During each test, spatially
continuous measurements of the surface strains on the FRP and masonry are obtained using an
optical technique known as digital image correlation. The interface cohesive fracture response of
FRP-brick and the FRP-mortar interfaces are obtained from the results of the strain analysis. The
interface fracture energy associated with the FRP-mortar interface is shown to be significantly
smaller in magnitude than that of the FRP-brick interface. The contributions of the mortar and the
brick to the overall load response of the masonry are analyzed using the cohesive material
response of the FRP-brick and the FRP-mortar interfaces.