Free Vibration Analysis of a Uniform Continuous Beam with an Arbitrary Number of Cracks and Spring-Mass Systems.
Saved in:
| Title: | Free Vibration Analysis of a Uniform Continuous Beam with an Arbitrary Number of Cracks and Spring-Mass Systems. |
|---|---|
| Authors: | Tan, Guojin1, Zhu, Zhiqing1, Wang, Wensheng1, Cheng, Yongchun1 chengyc@jlu.edu.cn |
| Source: | Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ). Sep2018, Vol. 43 Issue 9, p4619-4634. 16p. |
| Subjects: | Free vibration, Continuous beams (Structural engineering), Fracture mechanics |
| Abstract: | This paper presents a method on free vibration analysis of a uniform continuous beam with an arbitrary number of cracks and spring-mass systems and a damage identification algorithm. Firstly, based on an equivalent model of a single-span beam obtained by using fictitious cracks or fictitious spring-mass systems, mode shape functions of a single-span uniform beam are derived according to fundamental solutions and recurrence formulas. Next, the motion equations and compatibility conditions of spring-mass system at intermediate supports are used to establish the characteristic equation of continuous beam with an arbitrary number of cracks and spring-mass systems. The order of determinant for the characteristic equation is lower, and that of m-spans continuous beam with an arbitrary number of cracks and T spring-mass systems is only 3m+T-1 |
| Copyright of Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ) is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
|---|---|
| Header | DbId: egs DbLabel: Engineering Source An: 131168940 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
| IllustrationInfo | |
| Items | – Name: Title Label: Title Group: Ti Data: Free Vibration Analysis of a Uniform Continuous Beam with an Arbitrary Number of Cracks and Spring-Mass Systems. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Tan%2C+Guojin%22">Tan, Guojin</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Zhu%2C+Zhiqing%22">Zhu, Zhiqing</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Wang%2C+Wensheng%22">Wang, Wensheng</searchLink><relatesTo>1</relatesTo><br /><searchLink fieldCode="AR" term="%22Cheng%2C+Yongchun%22">Cheng, Yongchun</searchLink><relatesTo>1</relatesTo><i> chengyc@jlu.edu.cn</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Arabian+Journal+for+Science+%26+Engineering+%28Springer+Science+%26+Business+Media+B%2EV%2E+%29%22">Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. )</searchLink>. Sep2018, Vol. 43 Issue 9, p4619-4634. 16p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Free+vibration%22">Free vibration</searchLink><br /><searchLink fieldCode="DE" term="%22Continuous+beams+%28Structural+engineering%29%22">Continuous beams (Structural engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Fracture+mechanics%22">Fracture mechanics</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: This paper presents a method on free vibration analysis of a uniform continuous beam with an arbitrary number of cracks and spring-mass systems and a damage identification algorithm. Firstly, based on an equivalent model of a single-span beam obtained by using fictitious cracks or fictitious spring-mass systems, mode shape functions of a single-span uniform beam are derived according to fundamental solutions and recurrence formulas. Next, the motion equations and compatibility conditions of spring-mass system at intermediate supports are used to establish the characteristic equation of continuous beam with an arbitrary number of cracks and spring-mass systems. The order of determinant for the characteristic equation is lower, and that of m-spans continuous beam with an arbitrary number of cracks and T spring-mass systems is only 3m+T-1<inline-graphic></inline-graphic>. Then, according to the formed free vibration analysis method, a damage identification algorithm for the uniform continuous beam with an arbitrary number of cracks and spring-mass systems is presented. This algorithm only utilizes the first-order mode to identify crack position and depth. Finally, the results of this paper are compared with those of the finite element method and other existing references to validate the proposed method. The effects of parameters for cracks and spring-mass systems on natural frequencies of continuous beams are studied. Inverse problem examples of a three-span cracked continuous beam carrying one spring-mass system are also discussed. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ) is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=131168940 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1007/s13369-017-2933-0 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 16 StartPage: 4619 Subjects: – SubjectFull: Free vibration Type: general – SubjectFull: Continuous beams (Structural engineering) Type: general – SubjectFull: Fracture mechanics Type: general Titles: – TitleFull: Free Vibration Analysis of a Uniform Continuous Beam with an Arbitrary Number of Cracks and Spring-Mass Systems. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Tan, Guojin – PersonEntity: Name: NameFull: Zhu, Zhiqing – PersonEntity: Name: NameFull: Wang, Wensheng – PersonEntity: Name: NameFull: Cheng, Yongchun IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 09 Text: Sep2018 Type: published Y: 2018 Identifiers: – Type: issn-print Value: 2193567X Numbering: – Type: volume Value: 43 – Type: issue Value: 9 Titles: – TitleFull: Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ) Type: main |
| ResultId | 1 |