Title of article :
Vibratory Characteristics of Timoshenko Beams with Arbitrary Number of Cracks
Author/Authors :
M.ASCE^، Q. S. Li, نويسنده ,
Issue Information :
ماهنامه با شماره پیاپی سال 2003
Pages :
-1354
From page :
1355
To page :
0
Abstract :
An analytical approach is proposed for determining vibratory characteristics of cracked Timoshenko beams. Based on the rotational spring model for describing the local flexibility induced by a crack and the developed fundamental solutions, the frequency equation for a Timoshenko beam with any kind of two end supports and an arbitrary number of cracks can be established from a second-order determinant. The decrease in the determinant order can lead to significant savings in the computational time.
Keywords :
Elastic foundations , Railroad tracks , Pressure distribution , Transverse shear , Continuous beams , Steady state models , differential equations , Dynamic response
Journal title :
JOURNAL OF ENGINEERING MECHANICS
Serial Year :
2003
Journal title :
JOURNAL OF ENGINEERING MECHANICS
Record number :
46911
Link To Document :
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