[1] |
Naguleswaran S . Vibration of an Euler-Bernoulli beam on elastic end supports and with up to three step changes in cross-section[J]. International Journal of Mechanical Sciences, 2002,44(12):2541-2555.
|
[2] |
Hsu J C, Lai H Y, Chen C K . Free vibration of non-uniform Euler-Bernoulli beams with general elastically end constraints using Adomian modified decomposition method[J]. Journal of Sound and Vibration, 2008,318(4/5):965-981.
|
[3] |
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.
|
[4] |
杨骁, 成博炜, 蒋志云 . 纤维增强复合材料加固裂纹黏弹性梁的弯曲变形[J]. 上海大学学报 (自然科学版), 2018,24(6):978-992.
|
[5] |
Ahmadian H, Mottershead J E, Friswell M I . Boundary condition identification by solving characteristic equations[J]. Journal of Sound and Vibration, 2011,247(5):755-763.
|
[6] |
Waters T P, Brennan M J, Sasananan S . Identifying the foundation stiffness of a partially embedded post from vibration measurements[J]. Journal of Sound and Vibration, 2004,274(1/2):137-161.
|
[7] |
Wang L, Yang Z C . Identification of boundary conditions of tapered beam-like structures using static flexibility measurements[J]. Mechanical Systems and Signal Processing, 2011,25(7):2484-2500.
|
[8] |
Fayyadh M M, Razak H A . Condition assessment of elastic bearing supports using vibration data[J]. Construction and Building Materials, 2012,30(5):616-628.
|
[9] |
Doebling S W, Farrar C R, Prime M B . A summary review of vibration-based damage identification methods[J]. The Shock and Vibration Digest, 1998,30(2):91-105.
|
[10] |
Koo K Y, Lee J J, Yun C B , et al. Damage detection in beam-type structures using deflections obtained by modal flexibility matrices[J]. Journal of Smart Structures and System, 2008,4(5):605-628.
|
[11] |
Wang L, Guo N, Yang Z C . Boundary condition identification of tapered beam with flexible supports using static flexibility measurements[J]. Mechanical Systems and Signal Processing, 2016,75(6):138-154.
|
[12] |
孙国, 顾元宪 . 连续梁结构损伤识别的改进柔度阵方法[J]. 工程力学, 2003,20(4):50-54.
|
[13] |
Yang J, Chen Y, Xiang Y , et al. Free and forced vibration of cracked inhomogeneous beams under an axial force and a moving load[J]. Journal of Sound and Vibration, 2008,312(1/2):166-181.
|
[14] |
Kokot S, Zambaty Z . Vibration based stiffness reconstruction of beams and frames by observing their rotations under harmonic excitations---numerical analysis[J]. Engineering Structures, 2009,31(7):1581-1588.
|
[15] |
王丹生, 高智, 杨海萍 , 等. 基于特征正交分解的梁结构损伤识别[J]. 振动与冲击, 2009,28(1):122-125.
|
[16] |
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.
|
[17] |
Moradi S H, Kargozarfard M . On multiple crack detection in beam structures[J]. Journal of Mechanical Science and Technology, 2013,27(1):47-55.
|
[18] |
Stache M, Guettler M, Marburg S . A precise non-destructive damage identification technique of long and slender structures based on modal data[J]. Journal of Sound and Vibration, 2016,365(17):89-101.
|
[19] |
Caddemi S, Morassi A . Crack detection in elastic beams by static measurements[J]. International Journal of Solids and Structures, 2007,44(16):5301-5315.
|
[20] |
Buda G, Caddemi S . Identification of concentrated damages in Euler-Bernoulli beams under static loads[J]. Journal of Engineering Mechanics, 2007,133(8):942-955.
|
[21] |
Caddemi S, Morassi A . Detecting multiple open cracks in elastic beams by static tests[J]. Journal of Engineering Mechanics, 2011,137(2):113-124.
|
[22] |
Yazdanpanah O, Seyedpoor S M . A crack localization method for beams via an efficient static data based indicator[J]. Computational Methods in Civil Engineering, 2013,4(1):43-63.
|
[23] |
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.
|
[24] |
Wu N, Wang Q . Experimental studies on damage detection of beam structures with wavelet transform[J]. International Journal of Engineering Science, 2011,49(3):253-261.
|
[25] |
孙晓丹, 欧进萍 . 基于小波包和概率主成份分析的损伤识别[J]. 工程力学, 2011,28(2):12-27.
|
[26] |
Alampalli S, Fu G, Dillon E W . Signal versus noise in damage detection by experimental modal analysis[J]. Journal of Structural Engineering, 1997,123(2):237-245.
|
[27] |
Sun S H, Koo K Y, Jung H J . Modal flexibility-based damage detection of cantilever beam-type structures using baseline modification[J]. Journal of Sound and Vibration, 2014,333(18):4123-4138.
|
[28] |
Bilello C . Theoretical and experimental investigation on damaged beams under moving systems [D]. Sicily, Italy: University of Palermo, 2001.
|
[29] |
Cicirello A, 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.
|
[30] |
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.
|
[31] |
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.
|