Skip to main content
Top
Published in: International Journal of Steel Structures 2/2021

04-02-2021

Experimental and Fracture Model Study of Q690D Steel Under Various Stress Conditions

Authors: Xuewei Huang, Jianzhou Ge, Jun Zhao, Wei Zhao

Published in: International Journal of Steel Structures | Issue 2/2021

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The fracture failure of high-strength steel has an important relationship with the stress state. In order to predict the fracture failure of high-strength steel under different stress conditions, based on the void growth model (VGM), a fracture model which comprehensively considers the effect of stress triaxiality and the Lode parameter on fracture failure is proposed and is called LVGM. A batch of Chinese Q690D high strength steel round rods and plate shaped specimens reflecting different stress states were processed, and the monotonic tensile tests, the scanning electron microscopy tests and the finite element calculation were carried out to study the crack initiation of the specimens. The microscopic mechanism of the fracture damage of the specimens was analyzed. Based on the fracture test results of the specimens and the corresponding finite element analysis, the LVGM parameters of the Q690D high strength steel were calibrated. Finally, the LVGM was used to predict the crack initiation and fracture failure process of the specimens with initial gap. The prediction results are in good agreement with the experimental results, and the LVGM has better prediction accuracy than the VGM.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Bai, Y. L., & Wierzbicki, T. (2008). A new model of metal plasticity and fracture with pressure and lode dependence. International Journal of Plasticity, 24, 1071–1096.CrossRef Bai, Y. L., & Wierzbicki, T. (2008). A new model of metal plasticity and fracture with pressure and lode dependence. International Journal of Plasticity, 24, 1071–1096.CrossRef
go back to reference Ban, H. Y., Shi, G., Shi, Y. J., et al. (2011). Research progress on the mechanical property of high strength structural steels. Advanced Materials Research, 250–253, 640–648.CrossRef Ban, H. Y., Shi, G., Shi, Y. J., et al. (2011). Research progress on the mechanical property of high strength structural steels. Advanced Materials Research, 250–253, 640–648.CrossRef
go back to reference Ban, H. Y., Shi, G., Shi, Y. J., & Wang, Y. Q. (2012). Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method. Journal of Constructional Steel Research, 74(4), 140–150.CrossRef Ban, H. Y., Shi, G., Shi, Y. J., & Wang, Y. Q. (2012). Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method. Journal of Constructional Steel Research, 74(4), 140–150.CrossRef
go back to reference Ghajar, R., Mirone, G., & Keshavarz, A. (2013). Ductile failure of X100 pipeline steel-experiments and fractography. Materials and Design, 43, 513–525.CrossRef Ghajar, R., Mirone, G., & Keshavarz, A. (2013). Ductile failure of X100 pipeline steel-experiments and fractography. Materials and Design, 43, 513–525.CrossRef
go back to reference Gurson, A. L. (1977). Continuum theory of ductile rupture by void nucleation and growth: Part I—yield criteria and flow rules for porous ductile media. Journal of Engineering Materials and Technology, 99(1), 2–15.CrossRef Gurson, A. L. (1977). Continuum theory of ductile rupture by void nucleation and growth: Part I—yield criteria and flow rules for porous ductile media. Journal of Engineering Materials and Technology, 99(1), 2–15.CrossRef
go back to reference Huang, X. W., & Zhao, J. (2017). A cumulative damage model for extremely low cycle fatigue cracking in steel structure. Structural Engineering and Mechanics, 62(2), 225–236.CrossRef Huang, X. W., & Zhao, J. (2017). A cumulative damage model for extremely low cycle fatigue cracking in steel structure. Structural Engineering and Mechanics, 62(2), 225–236.CrossRef
go back to reference Huang, X. W., Tong, L. W., Zhou, F., et al. (2013). Prediction of fracture behavior of beam-to-column welded joints using micromechanics damage model. Journal of Constructional Steel Research, 85, 60–72.CrossRef Huang, X. W., Tong, L. W., Zhou, F., et al. (2013). Prediction of fracture behavior of beam-to-column welded joints using micromechanics damage model. Journal of Constructional Steel Research, 85, 60–72.CrossRef
go back to reference Huang, X. W., Ge, J. Z., Zhao, J., & Zhao, W. (2020). A continuous damage model of Q690D steel considering the influence of Lode parameter and its application. Construction and Building Materials, 262, 120067.CrossRef Huang, X. W., Ge, J. Z., Zhao, J., & Zhao, W. (2020). A continuous damage model of Q690D steel considering the influence of Lode parameter and its application. Construction and Building Materials, 262, 120067.CrossRef
go back to reference Jia, L. U., Ge, H. B., Shinohara, K., et al. (2016a). Experimental and numerical study on ductile fracture of structural steels under combined shear and tension. Journal of Bridge Engineering, 21(5), 04016008.CrossRef Jia, L. U., Ge, H. B., Shinohara, K., et al. (2016a). Experimental and numerical study on ductile fracture of structural steels under combined shear and tension. Journal of Bridge Engineering, 21(5), 04016008.CrossRef
go back to reference Jia, L. U., Ikai, T., Shinohara, K., & Ge, H. B. (2016b). Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading. Construction and Building Materials, 112, 69–83.CrossRef Jia, L. U., Ikai, T., Shinohara, K., & Ge, H. B. (2016b). Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading. Construction and Building Materials, 112, 69–83.CrossRef
go back to reference Kanvinde, A. M., & Deierlein, G. G. (2006). Void growth model and the stress modified critical strain model to predict ductile fracture in structural steels. Journal of Structural Engineering, 132(12), 1907–1918.CrossRef Kanvinde, A. M., & Deierlein, G. G. (2006). Void growth model and the stress modified critical strain model to predict ductile fracture in structural steels. Journal of Structural Engineering, 132(12), 1907–1918.CrossRef
go back to reference Kanvinde, A. M., & Deierlein, G. G. (2007). Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture models. Journal of Structural Engineering, 133(5), 656–664.CrossRef Kanvinde, A. M., & Deierlein, G. G. (2007). Finite-element simulation of ductile fracture in reduced section pull-plates using micromechanics-based fracture models. Journal of Structural Engineering, 133(5), 656–664.CrossRef
go back to reference Kanvinde, A. M., Fell, B. V., Gomez, I. R., et al. (2008). Predicting fracture in structural fillet welds using traditional and micromechanical fracture models. Engineering Structures, 30(11), 3325–3335.CrossRef Kanvinde, A. M., Fell, B. V., Gomez, I. R., et al. (2008). Predicting fracture in structural fillet welds using traditional and micromechanical fracture models. Engineering Structures, 30(11), 3325–3335.CrossRef
go back to reference Langenberg P. (2008). Relation between design safety and Y/T ratio in application of welded high structural steels. In Proceedings of International Symposium on Applications of High Strength Steels in Modern Constructions and Bridges-Relationship of Design Specifications, Safety and Y/T Ratio. Beijing, pp. 28–46. Langenberg P. (2008). Relation between design safety and Y/T ratio in application of welded high structural steels. In Proceedings of International Symposium on Applications of High Strength Steels in Modern Constructions and Bridges-Relationship of Design Specifications, Safety and Y/T Ratio. Beijing, pp. 28–46.
go back to reference Liao, F. F., Wang, W., & Chen, Y. Y. (2012). Parameter calibrations and application of micromechanical fracture models of structural steels. Structural Engineering and Mechanics, 42(2), 153–174.CrossRef Liao, F. F., Wang, W., & Chen, Y. Y. (2012). Parameter calibrations and application of micromechanical fracture models of structural steels. Structural Engineering and Mechanics, 42(2), 153–174.CrossRef
go back to reference Liao, F. F., Wang, W., & Chen, Y. Y. (2015). Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria. Engineering Structures., 95, 16–28.CrossRef Liao, F. F., Wang, W., & Chen, Y. Y. (2015). Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria. Engineering Structures., 95, 16–28.CrossRef
go back to reference Li, W. C., Liao, F. F., Zhou, T. H., et al. (2016). Ductile fracture of Q460 steel: Effects of stress triaxiality and Lode angle. Journal of Constructional Steel Research, 123, 1–17.CrossRef Li, W. C., Liao, F. F., Zhou, T. H., et al. (2016). Ductile fracture of Q460 steel: Effects of stress triaxiality and Lode angle. Journal of Constructional Steel Research, 123, 1–17.CrossRef
go back to reference Lou, Y., & Huh, H. (2013). Prediction of ductile fracture for advanced high strength steel with a new criterion: Experiments and simulation. Journal of Materials Processing Technology, 213(8), 1284–1302.CrossRef Lou, Y., & Huh, H. (2013). Prediction of ductile fracture for advanced high strength steel with a new criterion: Experiments and simulation. Journal of Materials Processing Technology, 213(8), 1284–1302.CrossRef
go back to reference Malvern, L. E. (1969). Introduction to the Mechanics of a Continuous Medium. Upper Saddle River, New Jersey: Prentice-Hall Inc. Malvern, L. E. (1969). Introduction to the Mechanics of a Continuous Medium. Upper Saddle River, New Jersey: Prentice-Hall Inc.
go back to reference Pocock, G. (2006). High strength steel use in Australia, Japan and the US. The Structural Engineer, 84(21), 27–30. Pocock, G. (2006). High strength steel use in Australia, Japan and the US. The Structural Engineer, 84(21), 27–30.
go back to reference Rasmussen, K. J. R., & Hancock, G. J. (1995). Tests of high strength steel columns. Journal of Constructional Steel Research, 34(1), 27–52.CrossRef Rasmussen, K. J. R., & Hancock, G. J. (1995). Tests of high strength steel columns. Journal of Constructional Steel Research, 34(1), 27–52.CrossRef
go back to reference Rice, J. R., & Tracey, D. M. (1969). On the ductile enlargement of voids in triaxial stress fields. Journal of the Mechanics and Physics of Solids, 17(3), 201–217.CrossRef Rice, J. R., & Tracey, D. M. (1969). On the ductile enlargement of voids in triaxial stress fields. Journal of the Mechanics and Physics of Solids, 17(3), 201–217.CrossRef
go back to reference Shi, G., Ban, H.Y., Shi, Y.J., et al. (2009). Recent research advances on the buckling behavior of high strength and ultra-high strength steel structures. Proceedings of the 2009 International Conference on Technology of Architecture and Structure. Shanghai. Shi, G., Ban, H.Y., Shi, Y.J., et al. (2009). Recent research advances on the buckling behavior of high strength and ultra-high strength steel structures. Proceedings of the 2009 International Conference on Technology of Architecture and Structure. Shanghai.
go back to reference Shi, G., Wang, M., Bai, Y., et al. (2012). Experimental and modeling study of high-strength structural steel under cyclic loading. Engineering Structures, 37, 1–13.CrossRef Shi, G., Wang, M., Bai, Y., et al. (2012). Experimental and modeling study of high-strength structural steel under cyclic loading. Engineering Structures, 37, 1–13.CrossRef
go back to reference Sivakumaran, S K. (2008). Relevance of Y/T ratio in the design of steel structures. In Proceedings of International Symposium on Applications of High Strength Steels in Modern Constructions and Bridges-Relationship of Design Specifications, Safety and Y/T Rati. Beijing, pp. 54–63. Sivakumaran, S K. (2008). Relevance of Y/T ratio in the design of steel structures. In Proceedings of International Symposium on Applications of High Strength Steels in Modern Constructions and Bridges-Relationship of Design Specifications, Safety and Y/T Rati. Beijing, pp. 54–63.
go back to reference Smith, C. M., Deierlein, G. G., & Kanvinde, A. M. (2014). Prediction of Ultra-Low Cycle Fatigue and ductile fracture in large-scale tests of structural components using the Stress-Weighted Damage Model. NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. https://doi.org/10.4231/D3J678X5N. Smith, C. M., Deierlein, G. G., & Kanvinde, A. M. (2014). Prediction of Ultra-Low Cycle Fatigue and ductile fracture in large-scale tests of structural components using the Stress-Weighted Damage Model. NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. https://​doi.​org/​10.​4231/​D3J678X5N.
go back to reference Tvergaard, V., & Needleman, A. (1984). Analysis of the cup-cone fracture in a round tensile bar. Acta Metallurgica, 32(1), 157–169.CrossRef Tvergaard, V., & Needleman, A. (1984). Analysis of the cup-cone fracture in a round tensile bar. Acta Metallurgica, 32(1), 157–169.CrossRef
go back to reference Wang, Y. Q., Zhou, H., Shi, Y. J., et al. (2011). Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models. International Journal of Steel Structures, 11, 351–366.CrossRef Wang, Y. Q., Zhou, H., Shi, Y. J., et al. (2011). Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models. International Journal of Steel Structures, 11, 351–366.CrossRef
Metadata
Title
Experimental and Fracture Model Study of Q690D Steel Under Various Stress Conditions
Authors
Xuewei Huang
Jianzhou Ge
Jun Zhao
Wei Zhao
Publication date
04-02-2021
Publisher
Korean Society of Steel Construction
Published in
International Journal of Steel Structures / Issue 2/2021
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-021-00456-3

Other articles of this Issue 2/2021

International Journal of Steel Structures 2/2021 Go to the issue

Premium Partners