Modeling of Ductile Fracture for SS275 Structural Steel Sheets

A series of earthquake events give impetus to research on the ductile fracture behavior of steel materials. In the last decades, many fracture models have been developed and utilized in the mechanical or aerospace engineering. Nevertheless, very little application to structural members used in the c...

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Main Authors: Yonghyun Cho, Changkye Lee, Jurng-Jae Yee, Dong-Keon Kim
Format: Article
Language:English
Published: MDPI AG 2021-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/12/5392
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spelling doaj-db25f61c5eca449bbcf6c378a98c91d52021-06-30T23:49:57ZengMDPI AGApplied Sciences2076-34172021-06-01115392539210.3390/app11125392Modeling of Ductile Fracture for SS275 Structural Steel SheetsYonghyun Cho0Changkye Lee1Jurng-Jae Yee2Dong-Keon Kim3University Core Research Center for Disaster-Free and Safe Ocean City Construction, Dong-A University, Busan 49315, KoreaUniversity Core Research Center for Disaster-Free and Safe Ocean City Construction, Dong-A University, Busan 49315, KoreaDepartment of Architectural Engineering, Dong-A University, Busan 49315, KoreaDepartment of Architectural Engineering, Dong-A University, Busan 49315, KoreaA series of earthquake events give impetus to research on the ductile fracture behavior of steel materials. In the last decades, many fracture models have been developed and utilized in the mechanical or aerospace engineering. Nevertheless, very little application to structural members used in the construction industry has been made due to the lack of a suitable model for the fracture behavior of constructional steel. This paper presents the experimental and finite element (FE) technique to predict ductile fracture in mild carbon structural steel (SS275) sheets, which has been widely used in building structures. The post-necking true stress–strain responses were successfully estimated using the weighted-average method. The Bao and Wierzbicki (BW) model, which requires only two model parameters, was selected for the identification of fracture locus. Each model parameter was calibrated from uniaxial tension and in-plane shear specimens with the aid of digital image correlation (DIC) and finite element analysis. Fracture simulation was then performed and validated based on the experimental results of the specimens under combined tension and shear stress state.https://www.mdpi.com/2076-3417/11/12/5392ductile fracturedigital image correlation: hybrid experimental–finite element methodstress triaxiality
collection DOAJ
language English
format Article
sources DOAJ
author Yonghyun Cho
Changkye Lee
Jurng-Jae Yee
Dong-Keon Kim
spellingShingle Yonghyun Cho
Changkye Lee
Jurng-Jae Yee
Dong-Keon Kim
Modeling of Ductile Fracture for SS275 Structural Steel Sheets
Applied Sciences
ductile fracture
digital image correlation: hybrid experimental–finite element method
stress triaxiality
author_facet Yonghyun Cho
Changkye Lee
Jurng-Jae Yee
Dong-Keon Kim
author_sort Yonghyun Cho
title Modeling of Ductile Fracture for SS275 Structural Steel Sheets
title_short Modeling of Ductile Fracture for SS275 Structural Steel Sheets
title_full Modeling of Ductile Fracture for SS275 Structural Steel Sheets
title_fullStr Modeling of Ductile Fracture for SS275 Structural Steel Sheets
title_full_unstemmed Modeling of Ductile Fracture for SS275 Structural Steel Sheets
title_sort modeling of ductile fracture for ss275 structural steel sheets
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2021-06-01
description A series of earthquake events give impetus to research on the ductile fracture behavior of steel materials. In the last decades, many fracture models have been developed and utilized in the mechanical or aerospace engineering. Nevertheless, very little application to structural members used in the construction industry has been made due to the lack of a suitable model for the fracture behavior of constructional steel. This paper presents the experimental and finite element (FE) technique to predict ductile fracture in mild carbon structural steel (SS275) sheets, which has been widely used in building structures. The post-necking true stress–strain responses were successfully estimated using the weighted-average method. The Bao and Wierzbicki (BW) model, which requires only two model parameters, was selected for the identification of fracture locus. Each model parameter was calibrated from uniaxial tension and in-plane shear specimens with the aid of digital image correlation (DIC) and finite element analysis. Fracture simulation was then performed and validated based on the experimental results of the specimens under combined tension and shear stress state.
topic ductile fracture
digital image correlation: hybrid experimental–finite element method
stress triaxiality
url https://www.mdpi.com/2076-3417/11/12/5392
work_keys_str_mv AT yonghyuncho modelingofductilefractureforss275structuralsteelsheets
AT changkyelee modelingofductilefractureforss275structuralsteelsheets
AT jurngjaeyee modelingofductilefractureforss275structuralsteelsheets
AT dongkeonkim modelingofductilefractureforss275structuralsteelsheets
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