2000
DOI: 10.1006/jsvi.2000.3099
|View full text |Cite
|
Sign up to set email alerts
|

The Effects of Closure of Cracks on the Dynamics of a Cracked Cantilever Beam

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
2

Citation Types

1
44
0
3

Year Published

2002
2002
2023
2023

Publication Types

Select...
5
3
1

Relationship

0
9

Authors

Journals

citations
Cited by 122 publications
(58 citation statements)
references
References 17 publications
1
44
0
3
Order By: Relevance
“…In particular, for j = c the beam is cracked, while for j = n the beam is non-cracked. It is derived from Table 2, that the results of the present study are generally close to the results of references [23] and [24]. It is noteworthy that the study of reference [23] has applied for a Timoshenko beam.…”
Section: Two-dimensional Modelsupporting
confidence: 86%
See 1 more Smart Citation
“…In particular, for j = c the beam is cracked, while for j = n the beam is non-cracked. It is derived from Table 2, that the results of the present study are generally close to the results of references [23] and [24]. It is noteworthy that the study of reference [23] has applied for a Timoshenko beam.…”
Section: Two-dimensional Modelsupporting
confidence: 86%
“…It is noteworthy that the study of reference [23] has applied for a Timoshenko beam. Furthermore, the results from the work in [24] correspond to an internal crack of the same severity with the studied crack case. The internal crack constitutes a good approximation of a fully closed crack.…”
Section: Two-dimensional Modelmentioning
confidence: 83%
“…The model assumes that the displacement field is a superposition of the classical EulerBernoulli beam's displacement and of a displacement due to the crack. Shifrin [16] presented a new technique is proposed for calculating natural frequencies of a vibrating beam with an arbitrary finite number of transverse open cracks. Most of the researchers studied the effect of single crack on the dynamics of the structure.…”
Section: Introductionmentioning
confidence: 99%
“…Kang [6] investigated the effect of rotary inertia of concentrated masses on the instability of a pipe conveying fluid. Recently, reviews on vibration of cracked structures were reported by Wauer [7] and Dimarogonas [8], and many researchers investigated the dynamic stability of a pipe conveying fluid with crack [9][10][11]. However, other researches did not study about the coupling effects of an attached mass, fluid flow, spring support and crack for stability analysis of pipe system.…”
Section: Introductionmentioning
confidence: 99%