Assessment of the damages occurring between two adjacent measurements for an aging offshore platform

Abstract A new damage assessment method is proposed for aging offshore platforms based on dynamic tests, which can provide information on whether damages occurred between the times of two adjacent measurements. A new damage indicator is defined to reduce the influences of existing damages accumulated before the first measurement. One theoretical improvement is that the requirement for using the stiffness of the finite element model to replace that of the measured model is unnecessary in the calculation of the modal strain energy. The other is that damages that occurred in periodic measurements of aging platforms can be assessed separately, even for those platforms that have not been tested during their previous service life. A numerical jacket platform is chosen, and the results show that the proposed method can properly identify the damages that occurred between the two measurements and can estimate the damage severity, even when 5% corrupted mode shapes are used. In addition, the method also can greatly reduce the influence of the damages accumulated before the first measurement, which means that the platform׳s integrity can be assessed by implementing periodic dynamic tests without any other test data.

[1]  Mir Mohammad Ettefagh,et al.  Developing a robust SHM method for offshore jacket platform using model updating and fuzzy logic system , 2011 .

[2]  Cecilia Surace,et al.  Novelty detection in a changing environment: A negative selection approach , 2010 .

[3]  Charles R. Farrar,et al.  FIELD VERIFICATION OF A NONDESTRUCTIVE DAMAGE LOCALIZATION AND SEVERITY ESTIMATION ALGORITHM , 2002 .

[4]  Robert D. Adams,et al.  The location of defects in structures from measurements of natural frequencies , 1979 .

[5]  Huajun Li,et al.  Cross-model cross-mode method for model updating , 2007 .

[6]  Naser El-Sheimy,et al.  Introduction to the use of wavelet multiresolution analysis for intelligent structural health monitoring , 2004 .

[7]  Hezhen Yang,et al.  Modal Strain Energy Decomposition Method for Damage Localization in 3D Frame Structures , 2006 .

[8]  Theodore Bartkowicz,et al.  An experimental study for damage detection using a hexagonal truss , 2001 .

[9]  R. A. Shenoi,et al.  Quantification and localisation of damage in beam-like structures by using artificial neural networks with experimental validation , 2003 .

[10]  Shirley J. Dyke,et al.  System equivalent reduction expansion process , 2008 .

[11]  M. M. Reda Taha,et al.  Damage identification for structural health monitoring using fuzzy pattern recognition , 2005 .

[12]  David J. Ewins,et al.  Modal Testing: Theory, Practice, And Application , 2000 .

[13]  R. Guyan Reduction of stiffness and mass matrices , 1965 .

[14]  Huajun Li,et al.  Employing incomplete complex modes for model updating and damage detection of damped structures , 2008 .

[15]  J. Rajasankar,et al.  Structural integrity assessment of offshore tubular joints based on reliability analysis , 2003 .

[16]  Huajun Li,et al.  A two-step mode shape expansion method for offshore jacket structures with physical meaningful modelling errors , 2013 .

[17]  H. Marzouk,et al.  Damage detection in offshore structures using neural networks , 2010 .

[18]  Cecilia Surace,et al.  A novelty detection method to diagnose damage in structures: An application to an offshore platform , 1998 .

[19]  Fushun Liu,et al.  Direct mode-shape expansion of a spatially incomplete measured mode by a hybrid-vector modification , 2011 .

[20]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[21]  Huajun Li,et al.  Rapid direct-mode shape expansion for offshore jacket structures using a hybrid vector , 2012 .

[22]  V. G. Idichandy,et al.  ART-based multiple neural networks for monitoring offshore platforms , 1996 .

[23]  S. Law,et al.  Structural damage localization from modal strain energy change , 1998 .

[24]  A. S. J. Swamidas,et al.  Identification of damage on ship's cross stiffened plate panels using vibration response , 2007 .

[25]  M. Friswell,et al.  Direct Updating of Damping and Stiffness Matrices , 1998 .