New Model for Evaluation of FRP Debonding Strain for Russian Design Code
The most probable failure mode of FRP-strengthened RC beams is an intermediate crack-induced debonding. Over the last 13 years, researchers developed several methods for calculation strain corresponding to delamination of FRP. A significant number and diversity of existing foreign and domestic metho...
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Online Access: | http://dx.doi.org/10.1155/2013/130162 |
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doaj-859307e9ec304135bb7d2e549727315d2020-11-25T00:02:48ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422013-01-01201310.1155/2013/130162130162New Model for Evaluation of FRP Debonding Strain for Russian Design CodeAnton Alekseevich Bykov0Aleksandr Vasilyevich Kalugin1Department of Building Constructions, Perm National Research Polytechnic University, Komsomol Prospect, Perm 29614990, RussiaDepartment of Building Constructions, Perm National Research Polytechnic University, Komsomol Prospect, Perm 29614990, RussiaThe most probable failure mode of FRP-strengthened RC beams is an intermediate crack-induced debonding. Over the last 13 years, researchers developed several methods for calculation strain corresponding to delamination of FRP. A significant number and diversity of existing foreign and domestic methods make the design complex process. The aim of this study was to propose a simple method for calculating FRP debonding strains, based on the best international achievements and adapted for use in Russia. To achieve this goal, the authors performed a review and reliability assessment of existing foreign and domestic meth-ods. Reliability assessment is made by comparing the calculated and experimental data. Experimental data were collected from the existing literature. After reliability assessment, the most simple and accurate method was selected among the considered. On the basis of the chosen method, the authors proposed a formula for calculating the design value and characteristic value strain corresponding to delamination of FRP. The results of calculations by the authors’ formula are more economical than the original method and have the required reliability for these variables. The proposed method is recommended for use in the design of flexural FRP-strengthened RC beams in Russia.http://dx.doi.org/10.1155/2013/130162 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Anton Alekseevich Bykov Aleksandr Vasilyevich Kalugin |
spellingShingle |
Anton Alekseevich Bykov Aleksandr Vasilyevich Kalugin New Model for Evaluation of FRP Debonding Strain for Russian Design Code Advances in Materials Science and Engineering |
author_facet |
Anton Alekseevich Bykov Aleksandr Vasilyevich Kalugin |
author_sort |
Anton Alekseevich Bykov |
title |
New Model for Evaluation of FRP Debonding Strain for Russian Design Code |
title_short |
New Model for Evaluation of FRP Debonding Strain for Russian Design Code |
title_full |
New Model for Evaluation of FRP Debonding Strain for Russian Design Code |
title_fullStr |
New Model for Evaluation of FRP Debonding Strain for Russian Design Code |
title_full_unstemmed |
New Model for Evaluation of FRP Debonding Strain for Russian Design Code |
title_sort |
new model for evaluation of frp debonding strain for russian design code |
publisher |
Hindawi Limited |
series |
Advances in Materials Science and Engineering |
issn |
1687-8434 1687-8442 |
publishDate |
2013-01-01 |
description |
The most probable failure mode of FRP-strengthened RC beams is an intermediate crack-induced debonding. Over the last 13 years, researchers developed several methods for calculation strain corresponding to delamination of FRP. A significant number and diversity of existing foreign and domestic methods make the design complex process. The aim of this study was to propose a simple method for calculating FRP debonding strains, based on the best international achievements and adapted for use in Russia. To achieve this goal, the authors performed a review and reliability assessment of existing foreign and domestic meth-ods. Reliability assessment is made by comparing the calculated and experimental data. Experimental data were collected from the existing literature. After reliability assessment, the most simple and accurate method was selected among the considered. On the basis of the chosen method, the authors proposed a formula for calculating the design value and characteristic value strain corresponding to delamination of FRP. The results of calculations by the authors’ formula are more economical than the original method and have the required reliability for these variables. The proposed method is recommended for use in the design of flexural FRP-strengthened RC beams in Russia. |
url |
http://dx.doi.org/10.1155/2013/130162 |
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