Technical Papers
Jun 15, 2018

Applying the Cyclic Void Growth Model to Assess the Ultralow Cycle Fatigue Life of Steel Castings

Publication: Journal of Structural Engineering
Volume 144, Issue 8

Abstract

Steel castings have become an attractive option in the development of new seismic force-resisting systems because of their geometric freedom and ability to control material properties. Despite, in most past applications, being used as elements that remain elastic during seismic events, recent research has led to the development and validation of new systems that rely on their yielding response. As such, further study of their ultralow cycle fatigue (ULCF) life is essential to understanding their performance as yielding fuses. Fatigue laws are calibrated herein for multiple heats of cast steel using an existing law proposed for rolled steel. These laws are used to predict the ductile failure of steel castings in full-scale experiments. The concept of a characteristic cyclic coupon test to assess the castings’ ULCF life at the foundry is also discussed. It is found that the ULCF model provides good predictions of the onset of failure in full-scale steel castings. Finally, the initial investigation into relating the full-scale ULCF life to the steel microstructure and small-scale fatigue test results has shown promising results.

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Acknowledgments

The research presented in this paper complements previous research conducted by Dr. Michael Gray from Cast Connex in the field of steel castings. The advice provided by Dr. Michael Gray is very much appreciated. The assistance of the technical staff at the University of Toronto Structural Laboratories and Earth Sciences Centre is also acknowledged.

References

AISC. 2010. Seismic provisions for structural steel buildings. ANSI/AISC 341-10. Chicago, IL: AISC.
ASCE. 2005. Minimum design loads for buildings and other structures. ASCE/SEI 7-05. Reston, VA: ASCE.
Callister, W. D., Jr., and D. G. Rethwisch. 2008. Fundamentals of materials science and engineering: An integrated approach. Hoboken, NJ: Wiley.
Coffin, L. F., Jr. 1954. “A study of the effects of cyclic thermal stresses on a ductile metal.” Trans. ASME 76: 931–949.
d’Escatha, Y., and J. C. Devaux. 1979. Numerical study of initiation, stable crack growth, and maximum load, with a ductile fracture criterion based on the growth of holes. ASTM STP 668. West Conshohocken, PA: ASTM.
Fell, B. V. 2008. “Large-scale testing and simulation of earthquake-induced ultra-low cycle fatigue in bracing members subjected to cyclic inelastic buckling.” Ph.D. thesis, Univ. of California.
Fleischman, R. B., N. J. Palmer, G. Wan, and X. Li. 2007. “Cast modular panel zone node for steel special moment frames. II: Experimental verification and system evaluation.” J. Struct. Eng. 133 (10): 1404–1414. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:10(1404).
Frederick, C. O., and P. J. Armstrong. 2007. “A mathematical representation of the multiaxial Bauschinger effect.” Mater. High Temp. 24 (1): 1–26. https://doi.org/10.3184/096034007X207589.
Gray, M. G. 2012. “Cast steel yielding brace system for concentrically braced frames.” Ph.D. thesis, Univ. of Toronto.
Kanvinde, A. M., and G. G. Deierlein. 2004. Micromechanical simulation of earthquake-induced fracture in steel structures. Stanford, CA: John A. Blume Earthquake Engineering Centre.
Kanvinde, A. M., and G. G. Deierlein. 2007. “Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra-low cycle fatigue.” J. Eng. Mech. 133 (6): 701–712. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:6(701).
Kanvinde, A. M., K. S. Marshall, D. A. Grilli, and G. Bomba. 2014. “Forensic analysis of link fractures in eccentrically braced frames during the February 2011 Christchurch earthquake: Testing and simulation.” J. Struct. Eng. 141 (5): 04014146. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001043.
McClintock, F. A. 1968. “A criterion for ductile fracture by the growth of holes.” J. Appl. Mech. 35 (2): 363–371. https://doi.org/10.1115/1.3601204.
Miner, M. A. 1945. “Cumulative damage in fatigue.” J. Appl. Mech. Trans. ASME 67: A159–A165.
Myers, A. T., G. G. Deierlein, and A. M. Kanvinde. 2009. Testing and probabilistic simulation of ductile fracture initiation in structural steel components and Weldments. Stanford, CA: John A. Blume Earthquake Engineering Center.
Myers, A. T., A. M. Kanvinde, G. G. Deierlein, and J. W. Baker. 2014. “Probabilistic formulation of the cyclic void growth model to predict ultralow cycle fatigue in structural steel.” J. Eng. Mech. 140 (6): 4014028. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000728.
Rice, J. R., and D. M. Tracey. 1969. “On the ductile enlargement of voids in triaxial stress fields.” J. Mech. Phys. Solids 17 (3): 201–217. https://doi.org/10.1016/0022-5096(69)90033-7.
Tan, K. G. 2014. “Replaceable cast steel links for eccentrically braced frames.” M.A.Sc. thesis, Univ. of Toronto.
Wen, H., and H. Mahmoud. 2016. “New model for ductile fracture of metal alloys. II: Reverse loading.” J. Eng. Mech. 142 (2): 4015089. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001010.
Xue, L., and T. Wierzbicki. 2008. “Ductile fracture initiation and propagation modeling using damage plasticity theory.” Eng. Fract. Mech. 75 (11): 3276–3293. https://doi.org/10.1016/j.engfracmech.2007.08.012.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 8August 2018

History

Received: Apr 26, 2017
Accepted: Dec 13, 2017
Published online: Jun 15, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 15, 2018

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Rossini Martyr, M.ASCE [email protected]
Graduate Designer, Arup Canada, Suite 2400, 2 Bloor St. East, Toronto, ON, Canada M4W 1A8. Email: [email protected]
Constantin Christopoulos, Ph.D., M.ASCE [email protected]
P.Eng.
Professor and Canada Research Chair in Seismic Resilience of Infrastructure, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author). Email: [email protected]

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