Journal of Shanghai University >
Vibration analysis of cracked beam based on crack's equivalent rotational spring model
Received date: 2017-08-21
Online published: 2019-12-31
Based on an equivalent rotational spring model of crack, computation methods of dynamic characteristics and dynamic responses of cracked beams were investigated. On the basis of the equivalent flexural rigidity of the cracked beam, a method for obtainingageneral solution to the dynamic governing equation of cracked beam is established. A unified explicit expression of the vibration mode of the Euler-Bernoulli beam with an arbitrary number of cracks is presented. Natural frequencies of simply-supported, cantilever and clamped-clamped cracked beams are analyzed numerically. The dynamic response of the simply-supported cracked beam subject to a concentrated harmonic load is studied. Influences of depth and number of cracks on the dynamic characteristics and dynamic response are examined, revealing that the natural frequencies decrease with increased depth and number of cracks, and influence of the crack depth on the natural frequencies is more remarkable when the crack depth is large. There is a cusp on the mode curve of the cracked beam at the crack location, and slope change of the mode curve at the crack location increases with the increase of the crack depth.The crack has no influence on the natural frequencies and the modes of the cracked beam when the bending moment of the beam at the crack location is zero. Furthermore, the mode superposition method can be usedto analyze dynamic responses of acracked beam due to orthogonality of the modes of the cracked beam.
Yuan DAI, Tianyu WANG, Xiao YANG . Vibration analysis of cracked beam based on crack's equivalent rotational spring model[J]. Journal of Shanghai University, 2019 , 25(6) : 965 -977 . DOI: 10.12066/j.issn.1007-2861.1978
| [1] | Palmeri A, Cicirello A . Physically-based Dirac's delta functions in the static analysis of multi-cracked Euler-Bernoulli and Timoshenko beams[J]. International Journal of Solids and Structures, 2011,48(14/15):2184-2195. |
| [2] | Challamel N, Xiang Y . On the influence of the unilateral damage behaviour in the stability of cracked beam columns[J]. Engineering Fracture Mechanics, 2010,77(9):1467-1478. |
| [3] | Dimarogonas A D . Vibration of cracked structures: A state of the art review[J]. Engineering Fracture Mechanics, 1996,55(5):831-857. |
| [4] | Rezaee M, Hassannejad R . Free vibration analysis of simply supported beam with breathing crack using perturbation method[J]. Acta Mechanica Solida Sinica, 2010,23(5):459-470. |
| [5] | Jassim Z A, Ali N N, Mustapha F , et al. A review on the vibration analysis for a damage occurrence of a cantilever beam[J]. Engineering Failure Analysis, 2013,31(7):442-461. |
| [6] | Chatterjee A . Structural damage assessment in a cantilever beam with a breathing crack using higher order frequency response function[J]. Journal of Sound and Vibration, 2010,329(16):3325-3334. |
| [7] | Attar M . A transfer matrix method for free vibration analysis and crack identification of stepped beams with multiple edge cracks and different boundary conditions[J]. International Journal of Mechanical Sciences, 2012,57(1):19-33. |
| [8] | 汪德江, 杨骁 . 基于裂纹诱导弦挠度的 Timoshenko 梁裂纹无损检测[J]. 工程力学, 2016,33(12):186-195. |
| [9] | Khaji N, Shafiei M, Jalalpour M . Closed-form solutions for crack detection problem of Timoshenko beams with various boundary conditions[J]. International Journal of Mechanical Sciences, 2009,51(9/10):667-681. |
| [10] | Bakhtiari-Nejad F, Khorram A, Rezaeian M . Analytical estimation of natural frequencies and mode shapes of a beam having two cracks[J]. International Journal of Mechanical Sciences, 2014,78(1):193-202. |
| [11] | Ruotolo R, Surace C . Natural frequencies of a bar with multiple cracks[J]. Journal of Sound and Vibration, 2004,272(1/2):301-316. |
| [12] | Zhang Z G, Chen F, Zhang Z Y , et al. Vibration analysis of non-uniform Timoshenko beams coupled with flexible attachments and multiple discontinuities[J]. International Journal of Mechanical Sciences, 2014,80(1):131-143. |
| [13] | Buda G, Caddemi S . Identification of concentrated damages in Euler-Bernoulli beams under static loads[J]. Journal of Engineering Mechanics, 2007,133(8):942-956 |
| [14] | Caddemi S, Calió I . Exact solution of the multi-cracked Euler-Bernoulli column[J]. International Journal of Solids and Structures, 2008,45(5):1332-1351. |
| [15] | Caddemi S, Calió I . The exact explicit dynamic stiffness matrix of multi-cracked Euler-Bernoulli beam and applications to damaged frame structures[J]. Journal of Sound and Vibration, 2013,332(12):3049-3063 |
| [16] | Caddemi S, Palmeri A . Static analysis of Euler-Bernoulli beams with multiple unilateral cracks under combined axial and transverse loads[J]. International Journal of Solids and Structures, 2014,51(5):1020-1029. |
| [17] | 孙嘉琳, 杨骁 . 基于等效弹簧模型的裂纹 Euler-Bernoulli 梁弯曲变形分析[J]. 力学季刊, 2015,36(4):703-712. |
| [18] | Yang X, Huang J, Ouyang Y . Bending of Timoshenko beam with effect of crack gap based on equivalent spring model[J]. Applied Mathematics and Mechanics, 2016,37(4):513-528. |
| [19] | 汪德江, 杨骁 . 基于裂纹诱导弦挠度的 Timoshenko 梁裂纹无损检测[J]. 工程力学, 2016,33(12):186-195. |
| [20] | Caddemi S, Calió I . Exact closed-form solution for the vibration modes of the Euler-Bernoulli beam with multiple open cracks[J]. Journal of Sound and Vibration, 2009,327(3/5):473-489. |
| [21] | Caddemi S, Calió I . The influence of the axial force on the vibration of the Euler-Bernoulli beam with an arbitrary number of cracks[J]. Archive of Applied Mechanics, 2012,82(6):1-13. |
| [22] | Fernandez-Saez J, Rubio L, Navarro C . Approximate calculation of the fundamental frequency for bending vibrations of cracked beams[J]. Journal of Sound and Vibration, 1999,225(2):345-352. |
| [23] | El Bikri K, Benamar R, Bennouna M M . Geometrically non-linear free vibrations of clamped-clamped beams with an edge crack[J]. Computers & Structures, 2006,84(7):485-502. |
| [24] | 张英世, 胡伟平, 王燮山 . 文克尔地基上纵横弯曲变截面梁主振型函数之正交性[J]. 振动与冲击, 2000,19(1):75-76. |
| [25] | Caddemi S, Caliò I, Marletta M . The non-linear dynamic response of the Euler-Bernoulli beam with an arbitrary number of switching cracks[J]. International Journal of Non-Linear Mechanics, 2010,45(7):714-726. |
/
| 〈 |
|
〉 |