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Author:

Cui, Jiang-Yu (Cui, Jiang-Yu.) | Sun, Ya-Xin (Sun, Ya-Xin.) | He, Cun-Fu (He, Cun-Fu.) (Scholars:何存富)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Full-length-bonding resin bolt is one of the most important reinforcing tools in the tunnel supporting of mining industry. The quality of the resin bolt embedded in rock directly affects the stability and safety of the slopes or roofs. This paper simplifies the resin bolt to a mechanic model which is a cylinder rod with cladding embedded in infinite medium. The disperse curves about the resin bolt are calculated. Propagation characteristics of low frequency longitudinal mode L(0, 1) in full-length-bonding resin bolt are studied. The attenuation of L(0, 1) mode between 20 kHz-100 kHz is very low, which indicates that the L(0, 1) mode can be used in the inspection of full-length-bonding resin bolts. The velocity of L(0, 1) mode in the resin bolt below 70 kHz is slower than the group velocity of L(0, 1) in free bolt; the velocity of L(0, 1) mode in the resin bolt between 70 kHz-100 kHz is close to the group velocity of L(0, 1) in free bolt. At the same time, the experiments about full-length-bonding resin bolt detected using ultrasonic guided wave are carried out. The Experiment results are consistent with those of theory, which shows that L(0, 1) is applicable to the nondestructive testing of full-length-bonding resin bolts.

Keyword:

Bolts Guided electromagnetic wave propagation Ultrasonic waves Nondestructive examination Ultrasonic testing Light velocity Resins

Author Community:

  • [ 1 ] [Cui, Jiang-Yu]School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
  • [ 2 ] [Sun, Ya-Xin]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [He, Cun-Fu]College of Mechanical Engineering and Applied Electronics Technology, Beijing University of Technology, Beijing 100124, China

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Source :

Engineering Mechanics

ISSN: 1000-4750

Year: 2010

Issue: 3

Volume: 27

Page: 240-245

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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