Vibratory Characteristics of Timoshenko Beams with Arbitrary Number of CracksSource: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 011Author:Q. S. Li
DOI: 10.1061/(ASCE)0733-9399(2003)129:11(1355)Publisher: American Society of Civil Engineers
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.
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| contributor author | Q. S. Li | |
| date accessioned | 2017-05-08T22:39:59Z | |
| date available | 2017-05-08T22:39:59Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9399%282003%29129%3A11%281355%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85666 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Vibratory Characteristics of Timoshenko Beams with Arbitrary Number of Cracks | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2003)129:11(1355) | |
| tree | Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 011 | |
| contenttype | Fulltext |