Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track

ZHAO Pingrui; XU Tianci; LIU Wenxing; QU Chaoguang; BI Lanxiao; DING Chenxu

doi:10.3969/j.issn.0258-2724.20191149

Volume 56 Issue 5

Oct. 2021

Turn off MathJax

Article Contents

Journal of Southwest Jiaotong University > 2021 > 56(5): 1100-1108, 1124.

ZHAO Pingrui, XU Tianci, LIU Wenxing, QU Chaoguang, BI Lanxiao, DING Chenxu. Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 1100-1108, 1124. doi: 10.3969/j.issn.0258-2724.20191149

Citation:

ZHAO Pingrui, XU Tianci, LIU Wenxing, QU Chaoguang, BI Lanxiao, DING Chenxu. Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 1100-1108, 1124. doi: 10.3969/j.issn.0258-2724.20191149

Citation:

ZHAO Pingrui, XU Tianci, LIU Wenxing, QU Chaoguang, BI Lanxiao, DING Chenxu. Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 1100-1108, 1124. doi: 10.3969/j.issn.0258-2724.20191149

PDF( 3694 KB)

Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track

doi: 10.3969/j.issn.0258-2724.20191149

ZHAO Pingrui^{1,2
,},
XU Tianci^{1,2
,},
LIU Wenxing^{1,2
,},
QU Chaoguang^1,2,
BI Lanxiao^1,2,
DING Chenxu^1,2

Received Date: 17 Dec 2019
Rev Recd Date: 21 Sep 2020

Available Online: 14 May 2021

Publish Date: 15 Oct 2021

Abstract

Abstract

In order to identify and locate the debondingdamage on the bottom of the CRTS Ⅲ ballastless trackslab, firstly, the flexibility matrix of the track structure is obtained by its modal analysis, and the flexibility curvature eigenvalue matrixis constructed with the use of the noise reduction data processing and Gaussian curvature. According to the accuracy index that can reflect how irregular protrusions in the non-damage area affect the damage location and the effectiveness index that can identify the damage range, the reasonable density of measuring points is obtained. A variety of damage conditions are established to study the scope of applying the indexes for identification.The results show that the flexible curvature eigenvalue of the track slab with the debonding damage has obvious jump in the damaged area; and its peak value corresponds to the center of the damaged area, which can effectively identify the hidden damage at the bottom of the unit plate track plates of CRTS Ⅰ and type Ⅲ of different material properties. Aiming at the debonding damage of the slab bottom larger than 0.4 m × 0.4 m, the measurement point density of 0.2 m is conducive to reducing the impact of noise on damage location and improving damage scope identification. When the side length of the damaged area at the bottom of the track slab is larger than 0.3 m, the flexibility curvature eigenvalue can accurately identify and locate the damage. The maximum absolute value of the flexibility curvature of the track slab increases with the debonding size, and they have a nearly linear relationship. Thus, with the visual graph of the flexibility curvature eigenvalue, the damage area can be identified.
- high-speed railway,
- nondestructive testing,
- ballastless track,
- debonding of slab bottom,
- flexibility

FullText(HTML)

References(24)

References

宋小林,吕天航,裴承杰. 板边离缝对CRTS Ⅲ型轨道-路基动力特性的影响[J]. 西南交通大学学报,2018,53(5): 913-920. doi: 10.3969/j.issn.0258-2724.2018.05.006

SONG Xiaolin, LYU Tianhang, PEI Chengjie. Influence of interface crack on impact dynamic properties of CRTS Ⅲ slab track-subgrade system[J]. Journal of Southwest Jiaotong University, 2018, 53(5): 913-920. doi: 10.3969/j.issn.0258-2724.2018.05.006

VANDIVER J K. Detection of structural failure on fixed platforms by measurement of dynamic response[J]. Journal of Petroleum Technology, 1977, 29(3): 305-310. doi: 10.2118/5679-PA

ADAMS R D, CAWLEY P, PYE C J, et al. A vibration technique for non-destructively assessing the integrity of structures[J]. Journal of Mechanical Engineering Science, 1978, 20(2): 93-100. doi: 10.1243/JMES_JOUR_1978_020_016_02

CHANDRASHEKHAR M, GANGULI R. Damage assessment of structures with uncertainty by using mode-shape curvatures and fuzzy logic[J]. Journal of Sound and Vibration, 2009, 326(3/4/5): 939-957.

ROY K, RAY-CHAUDHURI S. Fundamental mode shape and its derivatives in structural damage localization[J]. Journal of Sound and Vibration, 2013, 332(21): 5584-5593. doi: 10.1016/j.jsv.2013.05.003

DIXIT A, HANAGUD S. Single beam analysis of damaged beams verified using a strain energy based damage measure[J]. International Journal of Solids and Structures, 2011, 48(3/4): 592-602.

PHILIPS ADEWUYI A, WU Z S, KAMMRUJAMAN SERKER N H M. Assessment of vibration-based damage identification methods using displacement and distributed strain measurements[J]. Structural Health Monitoring, 2009, 8(6): 443-461. doi: 10.1177/1475921709340964

CADDEMI S, CALIÒ 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. doi: 10.1016/j.jsv.2013.01.003

PANDEY A K, BISWAS M. Damage detection in structures using changes in flexibility[J]. Journal of Sound and Vibration, 1994, 169(1): 3-17. doi: 10.1006/jsvi.1994.1002

余云燕,鲍亦兴,陈云敏. 基于回传射线矩阵法框架结构的损伤检测研究[J]. 土木工程学报,2005,38(3): 53-58,69. doi: 10.3321/j.issn:1000-131X.2005.03.009

YU Yunyan, BAO Yixing, CHEN Yunmin. Damage detection of frame structures based on the reverbera tion matrix method[J]. China Civil Engineering Journal, 2005, 38(3): 53-58,69. doi: 10.3321/j.issn:1000-131X.2005.03.009

ANTONACI P, BRUNO C L E, GLIOZZI A S, et al. Monitoring evolution of compressive damage in concrete with linear and nonlinear ultrasonic methods[J]. Cement and Concrete Research, 2010, 40(7): 1106-1113. doi: 10.1016/j.cemconres.2010.02.017

MITRA M, GOPALAKRISHNAN S. Guided wave based structural health monitoring:a review[J]. Smart Materials and Structures, 2016, 25(5): 053001.1-053001.29.

李淑春,刁波,郑晓宁,等. 钢筋混凝土截面损伤分析与检测[J]. 铁道科学与工程学报,2008,5(1): 11-15. doi: 10.3969/j.issn.1672-7029.2008.01.003

LI Shuchun, DIAO Bo, ZHENG Xiaoning, et al. Damage evaluation and detection on reinforced concrete section[J]. Journal of Railway Science and Engineering, 2008, 5(1): 11-15. doi: 10.3969/j.issn.1672-7029.2008.01.003

KIM J T, RYU Y S, CHO H M, et al. Damage identification in beam-type structures:frequency-based method vs mode-shape-based method[J]. Engineering Structures, 2003, 25(1): 57-67. doi: 10.1016/S0141-0296(02)00118-9

DAWARI V B, VESMAWALA G R. Modal curvature and modal flexibility methods for honeycomb damage identification in reinforced concrete beams[J]. Procedia Engineering, 2013, 51: 119-124. doi: 10.1016/j.proeng.2013.01.018

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. doi: 10.1016/j.ijengsci.2010.12.004

李永梅,周锡元,高向宇,等. 柔度曲率法对梁结构的损伤诊断[J]. 北京工业大学学报,2008,34(11): 1173-1178.

LI Yongmei, ZHOU Xiyuan, GAO Xiangyu, et al. Damage diagnosis of beam structures by flexibility curvature method[J]. Journal of Beijing University of Technology, 2008, 34(11): 1173-1178.

马骏,陈立,赵德有. 基于柔度曲率矩阵的加筋板结构损伤识别方法[J]. 船舶力学,2011,15(8): 881-891. doi: 10.3969/j.issn.1007-7294.2011.08.008

MA Jun, CHEN Li, ZHAO Deyou. Damage detection in stiffened panel based on flexibility curvature matrix[J]. Journal of Ship Mechanics, 2011, 15(8): 881-891. doi: 10.3969/j.issn.1007-7294.2011.08.008

CHEN Li, MA Jun, ZHAO Deyou, et al. Curvature of flexibility matrix for damage identification in legs of jacket platforms[J]. China Ocean Engineering, 2008, 22(4): 547-559.

NIE Z H, HAO H, MA H W. Structural damage detection based on the reconstructed phase space for reinforced concrete slab:experimental study[J]. Journal of Sound and Vibration, 2013, 332(4): 1061-1078. doi: 10.1016/j.jsv.2012.08.024

XU H, CHENG L, SU Z Q, et al. Damage visualization based on local dynamic perturbation:theory and application to characterization of multi-damage in a plane structure[J]. Journal of Sound and Vibration, 2013, 332(14): 3438-3462. doi: 10.1016/j.jsv.2013.01.033

XU J, WANG P, LIU H, et al. Identification of internal damage in ballastless tracks based on Gaussian curvature mode shapes[J]. Journal of Vibroengineering, 2016, 18(8): 5217-5229. doi: 10.21595/jve.2016.17712

陈立. 基于柔度曲率矩阵的结构损伤识别研究[D]. 大连: 大连理工大学, 2009.

周奎,徐宏文,方早,等. 基于柔度曲率曲线拟合的薄板结构损伤识别研究[J]. 上海理工大学学报,2018,40(3): 296-301.

ZHOU Kui, XU Hongwen, FANG Zao, et al. Damage identification of thin plate-type structures based on the flexibility curvature curve fitting[J]. Journal of University of Shanghai for Science and Technology, 2018, 40(3): 296-301.

Relative Articles

Supplements(0)

Cited By

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Figures(12)

Get Citation

PDF

XML

Article views(431) PDF downloads(11)

Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track

doi: 10.3969/j.issn.0258-2724.20191149

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Proportional views

Related

Flexibility Curvature Eigenvalue Method for Debonding Damage Identification of Unit Slab Track

doi: 10.3969/j.issn.0258-2724.20191149

Abstract

References

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Proportional views

Related

Export File

Citation

Format

Content