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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Main Authors: Ioannis Gkolfinopoulos, Nobuhiro Chijiwa
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Applied Sciences
Subjects:
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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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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AT nobuhirochijiwa determinationofjohnsoncookmaterialandfailuremodelconstantsforhightensilestrengthtendonsteelinposttensionedconcretemembers