A Moving Interface Finite Element Formulation to Predict Dynamic Edge Debonding in FRP-Strengthened Concrete Beams in Service Conditions
A new methodology to predict interfacial debonding phenomena in fibre-reinforced polymer (FRP) concrete beams in the serviceability load condition is proposed. The numerical model, formulated in a bi-dimensional context, incorporates moving mesh modelling of cohesive interfaces in order to simulate...
Main Authors: | Marco Francesco Funari, Saverio Spadea, Francesco Fabbrocino, Raimondo Luciano |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-06-01
|
Series: | Fibers |
Subjects: | |
Online Access: | https://www.mdpi.com/2079-6439/8/6/42 |
Similar Items
-
A Moving Cohesive Mesh Formulation to Predict Debonding Phenomena in Layered Structures
by: Marco Francesco Funari, et al.
Published: (2018-04-01) -
Size effect on the methodology with cylinder specimens for FRP-to-concrete debonding analysis
by: Luana Ferreira Borges, et al.
Published: (2021-05-01) -
Debonding and Fracture Behavior of Concrete Specimens Retrofitted by FRP Composite
by: Hadi Abbaszadeh, et al.
Published: (2018-04-01) -
Dual-Horizon Peridynamics Analysis of Debonding Failure in FRP-to-Concrete Bonded Joints
by: Wanjin Li, et al.
Published: (2019-04-01) -
Assessment of <i>fib</i> Bulletin 90 Design Provisions for Intermediate Crack Debonding in Flexural Concrete Elements Strengthened with Externally Bonded FRP
by: Alba Codina, et al.
Published: (2023-02-01)