Experimental Modal Analysis of transverse-cracked rails. Influence of the cracks on the real track behavior

[1]  V. V. Matveev,et al.  ANALYTICAL APPROACH TO THE DETERMINATION OF DYNAMIC CHARACTERISTICS OF A BEAM WITH A CLOSING CRACK , 2000 .

[2]  I Gallego Giner,et al.  Numerical simulation of embankment—structure transition design: , 2009 .

[3]  John P. Wolf,et al.  Consistent lumped‐parameter models for unbounded soil: Physical representation , 1991 .

[4]  Laura Montalbán,et al.  Study of the influence of geometrical and mechanical parameters on ballasted railway tracks design , 2012 .

[5]  Inmaculada Gallego,et al.  Vertical Track Stiffness as a New Parameter Involved in Designing High-Speed Railway Infrastructure , 2011 .

[6]  Bor-Tsuen Wang,et al.  Modal analysis of mdof system by using free vibration response data only , 2008 .

[7]  Charles C. Kennedy,et al.  Use of Vectors in Vibration Measurement and Analysis , 1947 .

[8]  David Thompson,et al.  EXPERIMENTAL ANALYSIS OF WAVE PROPAGATION IN RAILWAY TRACKS , 1997 .

[9]  D. C. Drucker,et al.  Soil mechanics and plastic analysis or limit design , 1952 .

[10]  H. Nahvi,et al.  Crack detection in beams using experimental modal data and finite element model , 2005 .

[11]  Sakdirat Kaewunruen,et al.  Dynamic Effect on Vibration Signatures of Cracks in Railway Prestressed Concrete Sleepers , 2008 .

[12]  O. S. Salawu Detection of structural damage through changes in frequency: a review , 1997 .

[13]  B. O. Dirr,et al.  Crack depth analysis of a rotating shaft by vibration measurement , 1988 .

[14]  Clara Zamorano,et al.  Finite element modelling of cracked railway pre-stressed concrete sleepers , 2015 .

[15]  W. Ren,et al.  Output-only modal parameter identification of civil engineering structures , 2004 .

[16]  F. Lanza di Scalea,et al.  Measuring high-frequency wave propagation in railroad tracks by joint time-frequency analysis , 2004 .

[17]  Ivan Bartoli,et al.  Modeling guided wave propagation with application to the long-range defect detection in railroad tracks , 2005 .

[18]  Non-linear curve fitting for modal analysis , 1996 .

[20]  Matja Skrinar,et al.  Elastic beam finite element with an arbitrary number of transverse cracks , 2009 .

[21]  Marek Krawczuk,et al.  Vibration analysis of a cracked beam , 1990 .

[22]  Daniel H. Felix,et al.  Análisis de vibración libre de una viga Timoshenko escalonada, centrífugamente rigidizada, mediante el método de cuadratura diferencial , 2009 .

[23]  John P. Wolf,et al.  Consistent lumped‐parameter models for unbounded soil: Frequency‐independent stiffness, damping and mass matrices , 1991 .

[24]  Julia Real,et al.  Experimental modal analysis of railway concrete sleepers with cracks , 2012 .

[25]  Hong Hee Yoo,et al.  Modal analysis and shape optimization of rotating cantilever beams , 2006 .

[26]  Sakdirat Kaewunruen,et al.  A review of loading conditions for railway track structures due to train and track vertical interaction , 2008 .