Numerical modeling of response of CFRP–concrete interfaces subjected to fatigue loading
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F21%3A00545386" target="_blank" >RIV/68378297:_____/21:00545386 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1061/(ASCE)CC.1943-5614.0001154" target="_blank" >https://doi.org/10.1061/(ASCE)CC.1943-5614.0001154</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0001154" target="_blank" >10.1061/(ASCE)CC.1943-5614.0001154</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Numerical modeling of response of CFRP–concrete interfaces subjected to fatigue loading
Popis výsledku v původním jazyce
For interfaces between externally bonded fiber-reinforced polymer (FRP) laminates and concrete, the incremental fatigue analysis for each load cycle using a finite-element (FE) model is exceptionally time-consuming. This study introduces an accurate and efficient numerical approach that accounts for the bond-slip effect under fatigue loading. A preload cycle was adopted to model the damage caused by the previous load cycles. The formulae for the upper limit of the preload and the unloading stiffness in the local bond-slip model were established. The reloading and unloading stiffnesses in the bond-slip model for an arbitrary load cycle were defined. Moreover, different bond-slip models were adopted for a numerical analysis to compare the effect of the bond-slip relations on the fatigue response of a carbon FRP (CFRP)-strengthened concrete structure. The comparisons between the numerical results and the experimental data show that the proposed approach is capable of accurately predicting the fatigue response of CFRP-strengthened structures. The debonding process of the CFRP plate from the concrete surface under fatigue loading can be predicted by the proposed model. Compared with the existing bond-slip models, the proposed model in this study is more effective in predicting the mechanical response of the CFRP-to-concrete interfaces subjected to fatigue loading.
Název v anglickém jazyce
Numerical modeling of response of CFRP–concrete interfaces subjected to fatigue loading
Popis výsledku anglicky
For interfaces between externally bonded fiber-reinforced polymer (FRP) laminates and concrete, the incremental fatigue analysis for each load cycle using a finite-element (FE) model is exceptionally time-consuming. This study introduces an accurate and efficient numerical approach that accounts for the bond-slip effect under fatigue loading. A preload cycle was adopted to model the damage caused by the previous load cycles. The formulae for the upper limit of the preload and the unloading stiffness in the local bond-slip model were established. The reloading and unloading stiffnesses in the bond-slip model for an arbitrary load cycle were defined. Moreover, different bond-slip models were adopted for a numerical analysis to compare the effect of the bond-slip relations on the fatigue response of a carbon FRP (CFRP)-strengthened concrete structure. The comparisons between the numerical results and the experimental data show that the proposed approach is capable of accurately predicting the fatigue response of CFRP-strengthened structures. The debonding process of the CFRP plate from the concrete surface under fatigue loading can be predicted by the proposed model. Compared with the existing bond-slip models, the proposed model in this study is more effective in predicting the mechanical response of the CFRP-to-concrete interfaces subjected to fatigue loading.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2021
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Journal of Composites for Construction
ISSN
1090-0268
e-ISSN
1943-5614
Svazek periodika
25
Číslo periodika v rámci svazku
5
Stát vydavatele periodika
US - Spojené státy americké
Počet stran výsledku
16
Strana od-do
04021043
Kód UT WoS článku
000686121200007
EID výsledku v databázi Scopus
2-s2.0-85112076926