Numerical analysis of interfacial bond behavior of externally bonded FRP-to-concrete joints

JP Lin, YF Wu - Journal of Composites for Construction, 2016 - ascelibrary.org
Journal of Composites for Construction, 2016ascelibrary.org
Due to the complexity and difficulty involved, the interfacial bond-slip relationship of
externally bonded (EB) fiber-reinforced polymer (FRP)-to-concrete joints has been
investigated, mainly through experimental testing. This work investigates the interfacial
behavior using the finite-element method (FEM). Damage plasticity theory is employed to
model concrete material and the pull-off test of EB-FRP-to-concrete joints is simulated by
FEM to study the interfacial behavior. Debonding process, failure mechanism, local bond …
Abstract
Due to the complexity and difficulty involved, the interfacial bond-slip relationship of externally bonded (EB) fiber-reinforced polymer (FRP)-to-concrete joints has been investigated, mainly through experimental testing. This work investigates the interfacial behavior using the finite-element method (FEM). Damage plasticity theory is employed to model concrete material and the pull-off test of EB-FRP-to-concrete joints is simulated by FEM to study the interfacial behavior. Debonding process, failure mechanism, local bond strength distribution, and characteristics of the local bond-slip relationship are examined. It is found that the local bond-slip relationship has a shape different from all existing bond-slip models. However, such change in shape does not make a significant difference to the global interfacial load-slip response.
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