Technical Papers
Aug 22, 2022

A Simplified Strategy to Address Effects of the Drop of Temperature on the Gurson-Tvergaard-Needleman Model for G20Mn5QT Cast Steels

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 11

Abstract

G20Mn5QT cast steels have been widely used in cast steel connections, which may suffer from ductile fracture at ambient temperature. Northern climates make the problem even worse because the ductility of the cast steels deteriorates with the drop of temperature. For ductile fracture analysis of cast steel connections working at low temperatures, Gurson-Tvergaard-Needleman (GTN) models were calibrated and validated for G20Mn5QT cast steels at 20°C, 20°C, 40°C, and 60°C based on previous test results. The effects of the drop of temperature on material parameters in GTN models of G20Mn5QT cast steels were determined. A simplified strategy was proposed to address the effects of the drop of temperature by two GTN parameters, the void nucleation strain εN and the critical void volume fraction fc. It was found that εN decreased almost linearly with the drop of temperature, and fc had a similar relationship with the drop of temperature as the Charpy impact energy. The relationships between these two parameters and the drop of temperature were presented for the establishment of GTN models for G20Mn5QT cast steels at any possible low temperatures. Scanning electron microscope (SEM) micrographs indicated that the dimple-based ductile fracture mechanism was dominant in the fracture of G20Mn5QT cast steels, which was accompanied by possible quasi-cleavage fracture at low temperatures.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors of this paper would like to express their appreciation for the financial support given by the National Natural Science Foundation of China (No. 52022067).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 11November 2022

History

Received: Nov 15, 2021
Accepted: Mar 1, 2022
Published online: Aug 22, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 22, 2023

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Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Associate Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China. Email: [email protected]
Jinghan Bai [email protected]
Master’s Student, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China. Email: [email protected]
Master’s Student, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Associate Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China (corresponding author). Email: [email protected]
Yongjie Zhang [email protected]
Master’s Student, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China. Email: [email protected]

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