TY - JOUR
T1 - Predicting failure modes and load-capacity of fiber-reinforced polymer rods in adhesively bonded anchorages based on numerical modeling
AU - Vo, Van Nam
AU - Nguyen, Sy Ngoc
AU - Yoshitake, Isamu
N1 - Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2022/2/7
Y1 - 2022/2/7
N2 - The tensile properties of fiber-reinforced polymer (FRP) rods in adhesively bonded anchorages are expected to be studied in detail. Therefore, the study aims to predict the failure modes and load-bearing capacity (load-capacity) of FRP rods subjected to direct tensile force. The cohesive zone models were employed to evaluate the interfacial bond between materials. Firstly, two representative volume element models of fibers and matrix were proposed to predict engineering constants and strengths of the FRP material in three dimensions. Then, the main simulation, including the FRP rod, filling material, and steel tube, was carried out to analyze FRP rods under the variation of cohesive zone model parameters. The load-capacity, failure modes, shear-lag effect were predicted based on the maximum stress criterion. The results revealed that the FRP material strengths enforce the failure in two modes associated with the transverse and longitudinal directions of FRP rods. In addition, diameter is a significant factor that increases the shear-lag effect and reduces the tensile strength of the FRP rods. The numerical simulation provided a new method to predict the load-capacity of FRP rods.
AB - The tensile properties of fiber-reinforced polymer (FRP) rods in adhesively bonded anchorages are expected to be studied in detail. Therefore, the study aims to predict the failure modes and load-bearing capacity (load-capacity) of FRP rods subjected to direct tensile force. The cohesive zone models were employed to evaluate the interfacial bond between materials. Firstly, two representative volume element models of fibers and matrix were proposed to predict engineering constants and strengths of the FRP material in three dimensions. Then, the main simulation, including the FRP rod, filling material, and steel tube, was carried out to analyze FRP rods under the variation of cohesive zone model parameters. The load-capacity, failure modes, shear-lag effect were predicted based on the maximum stress criterion. The results revealed that the FRP material strengths enforce the failure in two modes associated with the transverse and longitudinal directions of FRP rods. In addition, diameter is a significant factor that increases the shear-lag effect and reduces the tensile strength of the FRP rods. The numerical simulation provided a new method to predict the load-capacity of FRP rods.
KW - Adhesively bonded anchorages
KW - Cohesive zone model
KW - Fiber-reinforced polymer rod
KW - Finite element analysis
KW - Representative volume element
KW - Shear-lag effect
KW - Tensile failure mode
UR - http://www.scopus.com/inward/record.url?scp=85121969613&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2021.126135
DO - 10.1016/j.conbuildmat.2021.126135
M3 - Article
AN - SCOPUS:85121969613
SN - 0950-0618
VL - 318
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 126135
ER -