Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members
The estimation of damage in steel tendons is important for evaluating the remaining capacity of existing tensioned members. This research focuses on calculating Johnson–Cook (LC) model and damage parameters of high-strength steel material through quasi-static and dynamic uniaxial tests. Finite eleme...
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MDPI AG
2022-08-01
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Online Access: | https://www.mdpi.com/2076-3417/12/15/7774 |
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author | Ioannis Gkolfinopoulos Nobuhiro Chijiwa |
author_facet | Ioannis Gkolfinopoulos Nobuhiro Chijiwa |
author_sort | Ioannis Gkolfinopoulos |
collection | DOAJ |
description | The estimation of damage in steel tendons is important for evaluating the remaining capacity of existing tensioned members. This research focuses on calculating Johnson–Cook (LC) model and damage parameters of high-strength steel material through quasi-static and dynamic uniaxial tests. Finite element analysis is used to replicate the experimental procedure, and through dynamic image correlation analysis, the numerical results accuracy is verified. In this investigation, it is found that the JC model can accurately replicate deformation and stress concentration under different strain rates and triaxiality conditions and, thus, can be used for fracture analysis of prestressed concrete members. |
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id | doaj.art-0954eb7ee0a44dd383e2dba01d087dd8 |
institution | Directory Open Access Journal |
issn | 2076-3417 |
language | English |
last_indexed | 2024-03-09T05:35:10Z |
publishDate | 2022-08-01 |
publisher | MDPI AG |
record_format | Article |
series | Applied Sciences |
spelling | doaj.art-0954eb7ee0a44dd383e2dba01d087dd82023-12-03T12:29:19ZengMDPI AGApplied Sciences2076-34172022-08-011215777410.3390/app12157774Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete MembersIoannis Gkolfinopoulos0Nobuhiro Chijiwa1Department of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1 Ookayama, Meguro-ku, Tokyo 152-8552, JapanDepartment of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1 Ookayama, Meguro-ku, Tokyo 152-8552, JapanThe estimation of damage in steel tendons is important for evaluating the remaining capacity of existing tensioned members. This research focuses on calculating Johnson–Cook (LC) model and damage parameters of high-strength steel material through quasi-static and dynamic uniaxial tests. Finite element analysis is used to replicate the experimental procedure, and through dynamic image correlation analysis, the numerical results accuracy is verified. In this investigation, it is found that the JC model can accurately replicate deformation and stress concentration under different strain rates and triaxiality conditions and, thus, can be used for fracture analysis of prestressed concrete members.https://www.mdpi.com/2076-3417/12/15/7774tendonrupturehigh-strength steelJohnson–Cookdynamicquasi-static |
spellingShingle | Ioannis Gkolfinopoulos Nobuhiro Chijiwa Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members Applied Sciences tendon rupture high-strength steel Johnson–Cook dynamic quasi-static |
title | Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members |
title_full | Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members |
title_fullStr | Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members |
title_full_unstemmed | Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members |
title_short | Determination of Johnson–Cook Material and Failure Model Constants for High-Tensile-Strength Tendon Steel in Post-Tensioned Concrete Members |
title_sort | determination of johnson cook material and failure model constants for high tensile strength tendon steel in post tensioned concrete members |
topic | tendon rupture high-strength steel Johnson–Cook dynamic quasi-static |
url | https://www.mdpi.com/2076-3417/12/15/7774 |
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