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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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 |
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1721350372585373696 |