Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36

It is important to obtain reasonable predictions of the extent of the damage during maritime accidents such as ship collisions and groundings. Many fracture models based on different mechanical backgrounds have been proposed and can be used to estimate the extent of damage involving ductile fracture...

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Main Authors: Sung-Ju Park, Kangsu Lee, Burak Can Cerik, Joonmo Choung
Format: Article
Language:English
Published: The Korean Society of Ocean Engineers 2019-06-01
Series:한국해양공학회지
Subjects:
Online Access:http://joet.org/upload/pdf/joet-33-3-259.pdf
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spelling doaj-2726c3ad91d7408c921dbf1dfdf364e42020-11-25T03:22:53ZengThe Korean Society of Ocean Engineers한국해양공학회지1225-07672287-67152019-06-0133325927110.26748/KSOE.2019.0382897Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36Sung-Ju ParkKangsu LeeBurak Can CerikJoonmo ChoungIt is important to obtain reasonable predictions of the extent of the damage during maritime accidents such as ship collisions and groundings. Many fracture models based on different mechanical backgrounds have been proposed and can be used to estimate the extent of damage involving ductile fracture. The goal of this study was to compare the damage extents provided by some selected fracture models. Instead of performing a new series of material constant calibration tests, the fracture test results for the ship building steel EH36 obtained by Park et al. (2019) were used which included specimens with different geometries such as central hole, pure shear, and notched tensile specimens. The test results were compared with seven ductile fracture surfaces: Johnson-Cook, Cockcroft-Latham-Oh, Bai-Wierzbicki, Modified Mohr-Coulomb, Lou-Huh, Maximum shear stress, and Hosford-Coulomb. The linear damage accumulation law was applied to consider the effect of the loading path on each fracture surface. The Swift-Voce combined constitutive model was used to accurately define the flow stress in a large strain region. The reliability of these simulations was verified by the good agreement between the axial tension force elongation relations captured from the tests and simulations without fracture assignment. The material constants corresponding to each fracture surface were calibrated using an optimization technique with the minimized object function of the residual sum of errors between the simulated and predicted stress triaxiality and load angle parameter values to fracture initiation. The reliabilities of the calibrated material constants of B-W, MMC, L-H, and HC were the best, whereas there was a high residual sum of errors in the case of the MMS, C-L-O, and J-C models. The most accurate fracture predictions for the fracture specimens were made by the B-W, MMC, L-H, and HC models.http://joet.org/upload/pdf/joet-33-3-259.pdfDuctile fractureFracture modelStress triaxialityLode angleDamage indicator
collection DOAJ
language English
format Article
sources DOAJ
author Sung-Ju Park
Kangsu Lee
Burak Can Cerik
Joonmo Choung
spellingShingle Sung-Ju Park
Kangsu Lee
Burak Can Cerik
Joonmo Choung
Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
한국해양공학회지
Ductile fracture
Fracture model
Stress triaxiality
Lode angle
Damage indicator
author_facet Sung-Ju Park
Kangsu Lee
Burak Can Cerik
Joonmo Choung
author_sort Sung-Ju Park
title Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
title_short Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
title_full Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
title_fullStr Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
title_full_unstemmed Comparative Study on Various Ductile Fracture Models for Marine Structural Steel EH36
title_sort comparative study on various ductile fracture models for marine structural steel eh36
publisher The Korean Society of Ocean Engineers
series 한국해양공학회지
issn 1225-0767
2287-6715
publishDate 2019-06-01
description It is important to obtain reasonable predictions of the extent of the damage during maritime accidents such as ship collisions and groundings. Many fracture models based on different mechanical backgrounds have been proposed and can be used to estimate the extent of damage involving ductile fracture. The goal of this study was to compare the damage extents provided by some selected fracture models. Instead of performing a new series of material constant calibration tests, the fracture test results for the ship building steel EH36 obtained by Park et al. (2019) were used which included specimens with different geometries such as central hole, pure shear, and notched tensile specimens. The test results were compared with seven ductile fracture surfaces: Johnson-Cook, Cockcroft-Latham-Oh, Bai-Wierzbicki, Modified Mohr-Coulomb, Lou-Huh, Maximum shear stress, and Hosford-Coulomb. The linear damage accumulation law was applied to consider the effect of the loading path on each fracture surface. The Swift-Voce combined constitutive model was used to accurately define the flow stress in a large strain region. The reliability of these simulations was verified by the good agreement between the axial tension force elongation relations captured from the tests and simulations without fracture assignment. The material constants corresponding to each fracture surface were calibrated using an optimization technique with the minimized object function of the residual sum of errors between the simulated and predicted stress triaxiality and load angle parameter values to fracture initiation. The reliabilities of the calibrated material constants of B-W, MMC, L-H, and HC were the best, whereas there was a high residual sum of errors in the case of the MMS, C-L-O, and J-C models. The most accurate fracture predictions for the fracture specimens were made by the B-W, MMC, L-H, and HC models.
topic Ductile fracture
Fracture model
Stress triaxiality
Lode angle
Damage indicator
url http://joet.org/upload/pdf/joet-33-3-259.pdf
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