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Author:

Wu, B. (Wu, B..) (Scholars:吴斌) | Liu, F. (Liu, F..) | He, C.F. (He, C.F..) (Scholars:何存富)

Indexed by:

EI Scopus

Abstract:

Aim at the deficiency of steel structure online stress monitoring, a new method of online stress monitoring based on theory of nonlinear acoustoelasticity guided ultrasonic waves was proposed. The disperse curves longitudinal L (0, 1) mode and flexural F (1, 1) mode in different stress level were drawn by using acoustoelasticity motion equation and Pochhammer frequency equation. According to the disperse curves, the optimum frequencies of excitation wave were obtained, which are ranging from 30 kHz to 75 kHz, and group velocity of L (0, 1) mode and F (1, 1) mode in different stress level were calibrated for 30 kHz, 45 kHz, 60kHz and 75 kHz. The results show that both L (0, 1) mode and F (1, 1) mode guided wave group velocities decrease linearly with the increasing of stress in the steer bar. Acoustoelastic effect of the above mentioned four frequencies in different stress level were simulated by finite element; the results are consistent well with the theoretical curves, it prove that stress level in steel bar can be tested by ultrasonic guided wave technique.

Keyword:

Elasticity Guided electromagnetic wave propagation Equations of motion Ultrasonic testing Light velocity Ultrasonic waves Nondestructive examination

Author Community:

  • [ 1 ] [Wu, B.]College of Mechanical Engineering and Applied Electronic Technology, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Liu, F.]College of Mechanical Engineering and Applied Electronic Technology, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [He, C.F.]College of Mechanical Engineering and Applied Electronic Technology, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • 吴斌

    [wu, b.]college of mechanical engineering and applied electronic technology, beijing university of technology, beijing 100124, china

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Source :

Year: 2011

Page: 957-960

Language: English

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: 13

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