Technical Papers
Oct 12, 2013

Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel

Publication: Journal of Engineering Mechanics
Volume 140, Issue 6

Abstract

The previously developed cyclic void growth model (CVGM) has been demonstrated to accurately simulate ductile fracture initiation under monotonic and ultralow cycle fatigue loading for a variety of steel materials and geometric configurations. Prediction of ductile fracture initiation involves significant uncertainty, particularly where there is high variability in the material (e.g., welded connections) subjected to irregular cyclic loading. The reliability of the model predictions is improved through a probabilistic formulation based on maximum likelihood parameter estimation. The probabilistic formulation, which incorporates information from both the failure and nonfailure loading cycles, has the following features: (1) the calibration of model parameters provides the maximum likelihood of agreement for a given set of cyclic fracture observations, and (2) fracture predictions are provided in a probabilistic sense by generating a distribution of the expected instant of fracture. The benefit of the approach is twofold. First, it eliminates an inconsistency that is inherent in the deterministic calibration procedure, as proposed in the original development of the CVGM. Second, the degree of certainty of fracture predictions is quantified. In combination, these features significantly enhance the robustness of the framework within which the model is implemented. Although this paper applies this approach in the specific context of the CVGM, the method can be generalized to other models that share similar characteristics.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research was supported by a Department of Defense Graduate Fellowship and the National Science Foundation (NSF Grant CMMI 0421492). The authors also acknowledge support from the John A. Blume Earthquake Engineering Center at Stanford University.

References

Andrade, J. E., Baker, J. W., and Ellison, K. C. (2008). “Random porosity fields and their influence on the stability of granular media.” Int. J. Numer. Anal. Methods Geomech., 32(10), 1147–1172.
Armstrong, P. J., and Frederick, C. O. (1966). “A mathematical representation of the multiaxial Bauschinger effect.” Rep. No. CEGP RD/B/N731, Berkeley Nuclear Laboratories, Research & Development Dept., Berkeley, U.K.
Chi, W.-M., Kanvinde, A. M., and Deierlein, G. G. (2006). “Prediction of ductile fracture in steel connections using SMCS criterion.” J. Struct. Eng., 171–181.
Ibarra, L. F., Median, R. A., and Krawinkler, H. (2005). “Hysteretic models that incorporate strength and stiffness deterioration.” Earthquake Eng. Struct. Dynam., 34(12), 1489–1511.
Kanvinde, A. M., and Deierlein, G. G. (2004). “Micromechanical simulation of earthquake induced fracture in steel structures.” Rep. No. 145, Blume Center, Stanford Univ., Stanford, CA. 〈http://blume.stanford.edu?Blume/TRList.htm〉 (Dec. 1, 2012).
Kanvinde, A. M., and Deierlein, G. G. (2007). “Cyclic void growth model to assess ductile fracture initiation in structural steels due to ultra low cycle fatigue.” J. Eng. Mech., 701–712.
Kanvinde, A. M., Fell, B. V., Gomez, I. R., and Roberts, M. (2008). “Predicting fracture in structural fillet welds using traditional and micromechanical fracture models.” Eng. Struct., 30(11), 3325–3335.
MATLAB 8.0 [Computer software]. Natick, MA, MathWorks.
McClintock, F. A. (1968). “Local criteria for ductile fracture.” Int. J. Fract., 4(2), 101–130.
Midorikawa, M., Hasegawa, T., Mukai, A., Nishiyama, I., Fukuta, T., and Yamanouchi, H. (1997). “Damage investigation of steel buildings in specific areas observed from the 1995 Hyogoken-Nambu Earthquake.” U.S.-Japan Workshop on Steel Fracture Issues, Japan Science and Technology Agency, Tokyo.
Myers, A. T., Deierlein, G. G., and Kanvinde, A. M. (2009a). “Testing and probabilistic simulation of ductile fracture initiation in structural steel components and weldments.” Technical Rep. 170, John A. Blume Earthquake Engineering Center, Stanford Univ., Stanford, CA.
Myers, A. T., Kanvinde, A. M., Deierlein, G. G., and Fell, B. V. (2009b). “Effect of weld details on the ductility of steel column baseplate connections.” J. Constr. Steel Res., 65(6), 1366–1373.
Northridge Reconnaissance Team. (1996). Northridge Earthquake of January 17, 1994 Reconnaissance Rep., Earthquake Engineering Research Institute, Oakland, CA.
Rice, J. R., and Tracey, D. M. (1969). “On the ductile enlargement of voids in triaxial stress fields.” J. Mech. Phys. Solids, 17(3), 201–217.
Roeder, C. W., Coons, R. G., and Hoit, M. (2002). “Simplified design models for predicting the seismic performance of steel moment frame connections.” Rep. No. SAC/BD-00/15, SAC Joint Venture, Richmond, CA.
Ross, S. M. (2004). Introduction to probability and statistics for engineers and scientists, 3rd Ed., Academic Press, New York.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 6June 2014

History

Received: Jan 27, 2013
Accepted: Oct 11, 2013
Published online: Oct 12, 2013
Published in print: Jun 1, 2014
Discussion open until: Jun 24, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

A. T. Myers, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., 400 Snell Engineering Center, Boston, MA 02215 (corresponding author). E-mail: [email protected]
A. M. Kanvinde, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., 2001 Ghausi Hall, Davis, CA 95616. E-mail: [email protected]
G. G. Deierlein, F.ASCE [email protected]
Professor, Civil and Environmental Engineering Dept., Stanford Univ., Bldg. 540, Room 118, Stanford, CA 94305. E-mail: [email protected]
J. W. Baker, A.M.ASCE [email protected]
Associate Professor, Civil and Environmental Engineering Dept., Stanford Univ., Yang & Yamazaki Environment and Energy Bldg., 473 Via Ortega, Room 314, Stanford, CA 94305. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share