Numerical simulations of ductile fracture in steel angle tension members connected with bolts

• Autorzy: Bernatowska Edyta

Identyfikatory

DOI

10.2478/ceer-2020-0018

• Języki publikacji: EN

Abstrakty

EN

Numerical simulations of ductile fracture in steel angle tension members connected with bolts

Słowa kluczowe

EN

steel angle; bolted connections; tensile resistance; finite element modelling; Gurson-Tvergaard-Needleman material model

PL

elementy stalowe; połączenia śrubowe; wytrzymałość na rozciąganie; modelowanie elementów skończonych; model materiałowy Gurson-Tvergaard-Needleman

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: Civil and Environmental Engineering Reports
• Rocznik: 2020
• Tom: Vol. 30, no. 2
• Strony: 32--54
• Opis fizyczny: Bibliogr. 39 poz., fot., rys., tab., wykr.

Twórcy

autor

Bernatowska Edyta

• Rzeszów University of Technology, The Faculty of Civil and Environmental Engineering and Architecture, Poland

Bibliografia

• 1. Abaqus ver. 6.16.
• 2. ANSI/AISC 360-10, Specification for Structural Steel Buildings 2010.
• 3. CAN/CSA S16-01 Limit state design of steel structure, Toronto, Canadian Standards Association, 2003.
• 4. Chesson, E. and Munse, W.H. 1963. Riveted and bolted joints. Journal of the Structural Division, ASCE 89 (1), 67-126.
• 5. Draganić, H, Dokšanović, T. and Markulak, D. 2014. Investigation of bearing failure in steel single bolt lap connections. Journal of Constructional Steel Research 98, 59–72.
• 6. EN 1090-2 Execution of steel structures and aluminium structures. Technical requirements for steel structures, 2011.
• 7. EN 10002-1 Metallic materials - Tensile testing – Part 1: Method of testing at ambient temperature, 2004.
• 8. EN 10025-1 Hot rolled products of structural steels - Part 1: General technical delivery conditions, 2007.
• 9. EN 50341-1 Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications, 2013.
• 10. EN-1993-1-8: Eurocode 3: Design of steel structures - Part 1-8: Design of joints, 2005.
• 11. EN 1993-1-10: Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties, 2005.
• 12. Faleskog, J, Gao X. and Shih, C.F. 1998. Cell model for nonlinear fracture analysis – Micromechanics calibration. International Journal of Fracture 89, 4, 355-373.
• 13. 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, Transactions of the ASME 99, 1, 2-15.
• 14. Hashemi, SH, Howard, IC., Yates, JR. and Andrews, RM. 2004. Micromechanical damage modelling of notched bar testing of modern line pipe steel. The 15th European Conference of Fracture – Advanced Fracture Mechanics for Life and Safety, Stockholm, August, 11-26.
• 15. Kanvinde, A. and Deierlein, G. 2004. Prediction of ductile fracture in steel moment connections during earthquakes using micromechanical fracture models, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August, 1-6, Paper No. 297.
• 16. Kim J, Yoon J. and Kang, B. 2007. Finite element analysis and modelling of structure with bolted joints. Applied Mathematical Modelling 31, 895–911.
• 17. Kima, T.S. and Kuwamura, H. 2007. Finite element modelling of bolted connections in thin-walled stainless steel plates under static shear. ThinWalled Structures 45, 407–421.
• 18. Kossakowski, P. 2010. An analysis of the load-carrying capacity of elements subjected to complex stress states with a focus on microstructural failure. Archives of Civil and Mechanical Engineering 10, 2, 15-39.
• 19. Kossakowski, P, 2012. Zastosowanie mechaniki zniszczenia w analizie stanów awaryjnych konstrukcji metalowych (Application of damage mechanics in the analysis of pre-failure states of metal structures), Zeszyty Naukowe Politechniki Rzeszowskiej Budownictwo i Inżynieria Środowiska 59 (3/12/II),177-184.
• 20. Kossakowski, P. 2012. Simulation of ductile fracture of S235JR steel using computational cells with microstructurally based length scales. Journal of Theoretical and Applied Mechanics 50, 2, 589-607.
• 21. Kossakowski, P. and Trąmpczyński, W. 2012. Microvoids evolution in S235JR steel subjected to multi-axial stress state. Engng. Trans. 60, 4, 287– 314.
• 22. Kossakowski, P. 2015. Microstructural failure criteria for S235JR steel subjected to spatial stress states. Archives of Civil and Mechanical Engineering 15, 195–205.
• 23. Kossakowski, P. 2016. The influence of microstructural defects on the stress state of S235JR steel under plastic deformation. Solid State Phenomena 250, 69–76.
• 24. Kossakowski, P 2017. Experimental determination of the void volume fraction for S235JR steel at failure in the range of high-stress triaxialities. Arch. Metall. Mater. 62, 1, 167-172.
• 25. Kossakowski P, Wciślik W 2018. Numerical simulation of material damage for structural steels S235JR and S355J2G3, Advances in Computational Design 3, 2,133-146.
• 26. Kossakowski, P. 2018. Analysis of the void volume fraction for S235JR steel at failure for low initial stress triaxiality, Archives of Civil Engineering 64, 101-115.
• 27. Kulak, G.L. and Wu, E.Y. 1997. Shear lag in bolted angle tension members. Journal of Structural Engineering 123, 1144-1152.
• 28. Može, P. and Beg, D. 2010. High strength steel tension splices with one or two bolts. Journal of Constructional Steel Research 66, 1000-1010.
• 29. Munter, HLN and Bouwman, L.P. 1981. Report: 6-81-21: Angles connected by bolts in one leg, Comparison to French, Eurocode 3, and Dutch formulae with the results of French and Dutch tests, Stevin Laboratory, Department of Civil Engineering, Delft University of Technology.
• 30. PN-90/B-03200 Konstrukcje stalowe. Obliczenia statyczne i projektowanie, 1995.
• 31. Salih, E.L., Gardner, L. and Netherco,t D.A. 2010. Numerical investigation of net section failure in stainless steel bolted connections. Journal of Constructional Steel Research 66, 1455-1466.
• 32. Sedlacek, G., Ungermann, D. and Weynand, K. 1988. Evaluation of test results on bolted connections in order to obtain strength functions and suitable model factors – Part C: Test data, Eurocode No3 – Part 1- background documentation. Brussels, Commission of the European Communities.
• 33. Sedlacek, G. et al. 2008. Commentary and worked examples to EN 1993-1- 10 “Material toughness and through thickness properties“ and other toughness oriented rules in EN 1993, JRC Scientific and Technical Reports.
• 34. Snijder, HH, Ungermann, D., Stark, JWB, Sedlacek, G., Bijlaard, F.S.K. and Hemmert-Halswick, A. 1988. Evaluation of test results on bolted connections in order to obtain strength functions and suitable model factors – Part A: Results, Eurocode No3 – Part 1- background documentation. Brussels, Commission of the European Communities.
• 35. Snijder, HH, Ungermann, D., Stark, JWB, Sedlacek, G., Bijlaard, FSK and Hemmert-Halswick, A 1988. Evaluation of test results on bolted connections in order to obtain strength functions and suitable model factors – Part B: Evaluations, Eurocode No3 – Part 1- background documentation. Brussels, Commission of the European Communities.
• 36. Tvergaard, V. 1981. Influence of voids on shear band instabilities under plane strain condition. International Journal of Fracture 17, 4, 389-407.
• 37. Tvergaard, V. and Needleman, A. 1984. Analysis of the cup-cone fracture in a round tensile bar. Acta Metallurgica 32, 1, 157-169.
• 38. Qian, XD., Choo, Y.S., Liew, J.Y.R. and Wardenier, J., 2005. Simulation of ductile fracture of circular hollow section joints using the Gurson Model. Journal of Structural Engineering 131(5), 768-780.
• 39. Xu, Y. and Qian, Ch. 2013. Application of Gurson–Tvergaard–Needleman constitutive model to the tensile behaviour of reinforcing bars with corrosion pits. PLOS ONE 8, No. 1, 1-7.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).