Failure analysis and risk management of a collapsed large wind turbine tower

Abstract Developing renewable energy is crucial as nations face the twin threats of global warming and a reduction in energy supplies. Wind turbines are one of the most promising sources of renewable energy in Taiwan. However, on September 28, 2008, Typhoon Jangmi struck Taiwan, bringing strong winds and heavy rainfall that collapsed a wind turbine tower located on the shore of Taichung Harbor. This study provides significant insights into, and lessons learned from, post-disaster inspection into the causes of tower failure during this typhoon. This event represented the first time that a wind turbine in Taiwan that had to be reconstructed after collapsing. To prevent similar accidents, the likely causal mechanisms are examined from the risk management perspective. Data for case analysis are collected from original tower design reports, the tower design code, construction records and documents, historical wind-speed data, structural tower analysis, and intact and fractured bolt material tests. Furthermore, similar accidents in other countries and their causes are reviewed to identify potential risk factors affecting the lifecycle of wind turbines.

[1]  Jianfu Hou,et al.  An investigation of fatigue failures of turbine blades in a gas turbine engine by mechanical analysis , 2002 .

[2]  David L. Teasdale Field Evaluation of Damage from Wind and Flooding , 2008 .

[3]  C.H. Crawford Industrial Standards , 1948, Proceedings of the IRE.

[4]  Janet K. Yates,et al.  Documenting and Analyzing Construction Failures , 2002 .

[5]  Fabian C. Hadipriono Forensic Study for Causes of Fall Using Fault Tree Analysis , 2001 .

[6]  I. Le May,et al.  Reducing the risk of failure by better training and education , 2009 .

[7]  Trevor Kletz Special Topic Issue—Incident Investigation , 2002 .

[8]  C. Roarty,et al.  South Clear Well Roof Collapse: Hydraulic Uplift or Excessive Construction Loading? , 2006 .

[9]  Russell Gibson,et al.  Lessons Learned from Failure of a Large Diameter Water Pipeline , 2008 .

[10]  Glenn R. Bell,et al.  John Hancock Center Scaffold Collapse , 2006 .

[11]  M. Kanninen,et al.  A finite element calculation of stress intensity factors by a modified crack closure integral , 1977 .

[12]  F. López Gayarre,et al.  Forensic analysis of a pile foundation failure , 2010 .

[13]  Scott Brown,et al.  Forensic engineering: Reduction of risk and improving technology (for all things great and small) , 2007 .

[14]  Fritz Klocke,et al.  Examples of FEM application in manufacturing technology , 2002 .

[15]  Randall K. Noon Forensic Engineering Investigation , 2000 .

[16]  Pietro Carlo Cacciabue,et al.  Human error risk management for engineering systems: a methodology for design, safety assessment, accident investigation and training , 2004, Reliab. Eng. Syst. Saf..

[17]  D. Kasap,et al.  Risk Identification Step of the Project Risk Management , 2007, PICMET '07 - 2007 Portland International Conference on Management of Engineering & Technology.

[18]  G. Heiberg,et al.  Failure investigation and condition assessment using field metallography , 2005 .

[19]  Dar-Hao Chen,et al.  Forensic Investigation of a Sulfate-Heaved Project in Texas , 2005 .

[20]  Hyun-Ho Choi,et al.  Reliability-based failure cause assessment of collapsed bridge during construction , 2006, Reliab. Eng. Syst. Saf..

[21]  Randall Noon Management’s Role in Accidents and Catastrophic Events , 2000 .

[22]  Jong-Kwon Lim,et al.  Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge , 2001 .

[23]  Nina Pierpont Health, hazard, and quality of life near wind power installations How close is too close? , 2005 .

[24]  Faris Albermani,et al.  Failure analysis of transmission towers , 2009 .

[25]  D. Liggett Hazard/risk evaluation - What is it? , 2007, IEEE Industry Applications Magazine.