PREDICTION OF THE IC DEBONDING FAILURE OF FRP-STRENGTHENED RC BEAMS BASED ON THE COHESIVE ZONE MODEL
DOI:
https://doi.org/10.1590/1679-78256208Abstract
INTERMEDIATE CRACK (IC) DEBONDING FAILURE IS ONE OF THE COMMON BENDING FAILURE FORMS OF FIBER-REINFORCED POLYMER (FRP)-STRENGTHENED REINFORCED CONCRETE (RC) BEAMS. IN THIS PAPER, A NEW PREDICTION MODEL FOR IC DEBONDING IN FRP-STRENGTHENED RC BEAMS IS PROPOSED BASED ON FRACTURE MECHANICS AND COHESIVE ZONE MODEL (CZM), WHICH TAKES INTO ACCOUNT THE COUPLING EFFECT OF MANY PARAMETERS AND HAS THE ADVANTAGES OF HIGH PRECISION AND SIMPLE EXPRESSION. THE NONLINEAR BEHAVIOR OF FRP-STRENGTHENED RC BEAMS AND THE INFLUENCE OF FLEXURAL CRACKS ARE REASONABLY CONSIDERED IN THIS MODEL, WHEREAS ALL EXISTING ANALYTICAL MODELS BASED ON THE CZM NEGLECT THIS EFFECTS. TO VERIFY THE ACCURACY OF THIS MODEL, WE ESTABLISHED A DATABASE CONTAINING 248 TEST DATA FROM THE EXISTING LITERATURE. BY COMPARING THE DIFFERENCES BETWEEN THE PREDICTED AND EXPERIMENTAL RESULTS, WE ANALYZED THE CAUSES OF THE ERROR AND ESTABLISHED A SEMIEMPIRICAL MODEL. TO TEST THE RELIABILITY OF THE MODEL, IT IS EVALUATED USING THE DATABASE CONSTRUCTED IN THIS PAPER TOGETHER WITH FOUR REPRESENTATIVE STRENGTH MODELS. THE RESULTS SHOW THAT THE SEMIEMPIRICAL MODEL HAS A HIGH ACCURACY.
 
Downloads
Published
Issue
Section
License
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License [CC BY] that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).