基于振动传递的水泥混凝土路面接缝损伤感知

doi:10.13229/j.cnki.jdxbgxb.20221615

Abstract

Abstract:

The impact of joint stiffness on vibration transmissibility across concrete pavement joints was analyzed by theoretical analysis， and a vibration-based identification method for joint damage was proposed. Furthermore， laboratory tests were conducted using MTS to verify the influence of local stiffness-loss on vibration transmissibility， with 400，000 loading cycles being applied. In addition， six concrete pavement slabs were constructed to conduct a comparative analysis with the deflection-based method， to further validate the proposed vibration-based method in actual engineering environments. The results indicate that there is a significant correlation between frequency transmissibility and joint stiffness， with a correlation coefficient of over 0.8. The repeated tests conducted on different joints and in different seasons suggest that the stiffness-loss ratio of joints can be identified with an accuracy of ± 0.069， thereby confirming the accuracy and reliability of the proposed damage identification method.

Key words: road and railway engineering, joint, damage identification, vibration transmissibility, concrete pavement

CLC Number:

U416.222

Chen JIN,Meng-yuan ZENG,Di-fei WU. Damage identification of concrete pavement joint using vibration transmissibility[J].Journal of Jilin University(Engineering and Technology Edition), 2023, 53(6): 1736-1745.

Figures/Tables 13

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项目	接缝号
项目	A	B	C	D	E	F	G
传递率样本1	0.90	0.88	0.86	0.76	0.99	0.97	0.93
传递率样本2	0.93	0.88	0.86	0.72	0.97	0.95	0.90
传递率样本3	0.94	0.91	0.85	0.87	0.99	0.98	0.92
传递率样本4	0.94	0.90	0.85	0.85	0.91	0.96	1.00
传递率样本5	0.96	0.90	0.85	0.88	0.95	0.95	0.99
传递率样本6	0.94	0.88	0.85	0.84	0.99	0.96	0.96
传递率样本7	0.94	0.93	0.86	0.78	0.95	0.97	0.96
传递率样本8	0.93	0.93	0.86	0.80	0.96	0.96	0.97
传递率样本9	0.93	0.94	0.86	0.84	1.02	0.96	0.97
传递率平均值	0.93	0.91	0.85	0.81	0.97	0.96	0.96
刚度系数	28.2	17.8	10.0	7.10	74.5	55.7	46.7
基频传递率	0.88	0.93	0.81	0.80	0.95	0.96	0.97

项目	接缝号
项目	A	B	C	D	E	F	G
传递率样本1	0.88	0.87	0.83	0.67	0.88	0.95	0.75
传递率样本2	0.88	0.87	0.84	0.67	0.87	0.95	0.74
传递率样本3	0.88	0.87	0.82	0.67	0.87	0.96	0.74
传递率样本4	0.88	0.87	0.84	0.69	0.88	0.95	0.75
传递率样本5	0.88	0.87	0.83	0.69	0.88	0.95	0.74
传递率样本6	0.88	0.87	0.81	0.69	0.89	0.95	0.74
传递率样本7	0.88	0.87	0.85	0.70	0.88	0.95	0.76
传递率样本8	0.88	0.87	0.84	0.70	0.88	0.95	0.76
传递率样本9	0.88	0.87	0.84	0.70	0.88	0.95	0.76
传递率平均值	0.88	0.87	0.83	0.69	0.88	0.95	0.75
接缝刚度系数	12.8	11.7	8.30	3.10	13.0	41.1	4.50
基频传递率	0.83	0.92	0.83	0.75	0.81	0.97	0.80

Damage identification of concrete pavement joint using vibration transmissibility

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