Chapter
Nov 27, 2018
Eighth Congress on Forensic Engineering

Fitness-for-Service Assessment of In-Service Wind Turbine Towers

Publication: Forensic Engineering 2018: Forging Forensic Frontiers

ABSTRACT

This paper presents a fitness-for-service (FFS) assessment of wind turbine towers currently in service. The turbines had been in service for several years before the manufacturer determined that the towers were inadvertently manufactured with crack-like defects that were not identified during quality control. This revelation resulted in the possibility of crack propagation over time, which could remain unnoticed in between infrequent visual inspections during routine maintenance. Cracks could grow long enough to threaten the serviceability or even the survivability of the towers. While it was possible, using the principles of deterministic fracture mechanics, to determine the maximum allowable crack length before fracture is expected to occur, and hence the remaining life in years, these types of calculations may be excessively conservative, depending on the material properties, and loading parameters assumed. A much more definitive quantification of failure risk was determined, by evolving deterministic fracture mechanics into probabilistic fracture mechanics. This approach runs tens of millions of individual fracture calculations by addressing the inherent spread in material behaviors with return periods of turbine specific load cases, culminating in the determination of a probability of failure over time. The manufacturer could then compare these probabilities with industry allowables, helping to manage their risk. These risk measurements also helped determine appropriate frequencies of inspection, helping to further alleviate manufacturer and owner concerns. This paper will benefit the engineering community by introducing them to state of the art analytical tools available for determining the status of damaged infrastructure, helping to make informed repair/replacement decisions.

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REFERENCES

1.
API 579-1/ASME FFS-1, “Fitness-For-Service”, 1st Edition, January 5, 2007 (API 579 Second Ed.), American Petroleum Institute, Washington, D.C. and American Society of Mechanical Engineers, New York, NY.
2.
Barsom, J. and Rolfe, S., Fracture & Fatigue Control in Structures, 2nd Ed., Prentice-Hall, Englewood Cliffs, NJ, 1987.
3.
Yoon, K. K. and Van Der Sluys, W. A., “Fracture Toughness of Ferritic Steels and Reference Temperature (T0) of ASTM”, 1998 ASME PVP Conf. Proc., San Diego, CA, July 1998.
4.
IEC 61400-1, “Wind Turbines - Part 1: Design Requirements”, International Electrotechnical Commission, Third Edition, 2005.
5.
Ayyub, B., McCuen, R., "Probability, Statistics, & Reliability for Engineers", CRC Press LLC, 1997.
6.
Preparation Guide for U.S. Department of Energy Nonreactor Nuclear Facility Documented Safety Analyses, DOE-STD-3009-94, Change Notice No. 3, U.S. Department of Energy, Washington, DC, March 2006.

Information & Authors

Information

Published In

Go to Forensic Engineering 2018
Forensic Engineering 2018: Forging Forensic Frontiers
Pages: 523 - 532
Editors: Rui Liu, Ph.D., Kent State University, Michael P. Lester, Element Analytical, Alicia E. Díaz de León, and Michael J. Drerup
ISBN (Online): 978-0-7844-8201-8

History

Published online: Nov 27, 2018
Published in print: Nov 27, 2018

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Authors

Affiliations

P. J. Murtagh, Ph.D. [email protected]
P.E.
LPI, Inc., 304 Hudson St., Suite 401, New York, NY 10013. E-mail: [email protected]
Robert S. Vecchio, Ph.D. [email protected]
P.E.
LPI, Inc., 304 Hudson St., Suite 401, New York, NY 10013. E-mail: [email protected]

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