Influence of Crack and Slenderness Ratio on the Eigenfrequencies of Euler-Bernoulli and Timoshenko Beams

Limited amount of research has been done in the past to investigate the influence of crack and slenderness on the eigenfrequencies of beams. Yet, there is a conflict in the literature as to the effect of crack on natural frequencies of Euler-Bernoulli and Timoshenko beam theories. The purpose of this study is to clarify this issue. Beams with one, two, and three cracks with a range of depth ratios and slenderness ratios are considered. It is found that as the crack depth increases, the difference between the two beams decreases. The difference, however, increases with increasing slenderness.

[1]  Qiusheng Li,et al.  Vibratory Characteristics of Timoshenko Beams with Arbitrary Number of Cracks , 2003 .

[2]  Zhu Hong-ping,et al.  Detection of structural damage through changes in frequency , 2005, Wuhan University Journal of Natural Sciences.

[3]  Q S Li Exact solutions for free vibration of shear-type structures with arbitrary distribution of mass or stiffness. , 2001, The Journal of the Acoustical Society of America.

[4]  Qiusheng Li,et al.  EXACT SOLUTIONS FOR FREE LONGITUDINAL VIBRATIONS OF NON-UNIFORM RODS , 2000 .

[5]  Andrew D. Dimarogonas,et al.  Vibration of cracked structures: A state of the art review , 1996 .

[6]  S. Kitipornchai,et al.  Flexural Vibration and Elastic Buckling of a Cracked Timoshenko Beam Made of Functionally Graded Materials , 2009 .

[7]  A. Swamidas,et al.  Identification of Cracking in Beam Structures Using Timoshenko and Euler Formulations , 2004 .

[8]  Jyoti K. Sinha,et al.  SIMPLIFIED MODELS FOR THE LOCATION OF CRACKS IN BEAM STRUCTURES USING MEASURED VIBRATION DATA , 2002 .

[9]  Nikos A. Aspragathos,et al.  Identification of crack location and magnitude in a cantilever beam from the vibration modes , 1990 .

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

[11]  K. Weiss Vibration Problems in Engineering , 1965, Nature.

[12]  S. P. Lele,et al.  Modelling of Transverse Vibration of Short Beams for Crack Detection and Measurement of Crack Extension , 2002 .

[13]  B. P. Nandwana,et al.  DETECTION OF THE LOCATION AND SIZE OF A CRACK IN STEPPED CANTILEVER BEAMS BASED ON MEASUREMENTS OF NATURAL FREQUENCIES , 1997 .

[14]  Igor A. Karnovsky,et al.  Formulas for Structural Dynamics: Tables, Graphs and Solutions , 2000 .

[15]  S. S. Law,et al.  Crack identification in beam from dynamic responses , 2005 .

[16]  Stephen P. Timoshenko,et al.  Vibration problems in engineering , 1928 .

[17]  Jie Yang,et al.  Free vibration and buckling analyses of functionally graded beams with edge cracks , 2008 .

[18]  S. Chinchalkar DETERMINATION OF CRACK LOCATION IN BEAMS USING NATURAL FREQUENCIES , 2001 .

[19]  M. L. Kikidis,et al.  Slenderness ratio effect on cracked beam , 1992 .

[20]  Erasmo Viola,et al.  Detection of crack location using cracked beam element method for structural analysis , 2001 .

[21]  S. K. Maiti,et al.  A study of vibration of geometrically segmented beams with and without crack , 2000 .