Identification of Cracking in Beam Structures Using Timoshenko and Euler Formulations-Reference-Cited by-同舟云学术

Identification of Cracking in Beam Structures Using Timoshenko and Euler Formulations

Published:2004-11 Issue:11 Volume:130 Page:1297-1308
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Swamidas A. S. J.¹,Yang X.²,Seshadri R.³

Affiliation:

1. Professor of Civil Engineering, Memorial Univ. of Newfoundland, St. John’s, NF, Canada A1B 3X5.

2. Post Doctoral Fellow, Institute for Aerospace Research, Ottawa ON, Canada K1A 0R6.

3. CRC Chair for Asset Integrity Management and Professor of Mechanical Engineering, Memorial Univ. of Newfoundland, St. John’s, NF, Canada A1B 3X5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A11%281297%29

Reference31 articles.

1. A Vibration Technique for Non-Destructively Assessing the Integrity of Structures

2. Almar-Ness A. ( 1985). Fatigue handbook Tapir Norjes tekniske hogskole Trondheim-NTH Norge.

3. Vibration of a Cracked Cantilever Beam

4. One-dimensional theory of cracked Bernoulli-Euler beams

5. Cornwell P. Doebling S.W. and Farrar C.R. ( 1997). “Application of the strain energy damage detection method to plate-like structures.” Proc. 15th Int. Modal Analysis Conf. Society of Experimental Mechanics Inc. 1312–1318.

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