Analysis on transverse impact response of an unrestrained timoshenko beam-Reference-Cited by-同舟云学术

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Analysis on transverse impact response of an unrestrained timoshenko beam

Published:2004-11 Issue:11 Volume:25 Page:1304-1313
ISSN:0253-4827
Container-title:Applied Mathematics and Mechanics
language:en
Short-container-title:Appl Math Mech

Author:

Rong Chen,Hai-tao Zheng,Song-tao Xue,He-sheng Tang,Yuan-gong Wang

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Link

http://link.springer.com/content/pdf/10.1007/BF02438287.pdf

Reference6 articles.

1. Su X Y, Pao Y H. Ray-normal mode and hybrid analysis of transient waves in a finite beam [J].Journal of Sound and Vibration, 1992,151(2):351–368.

2. Boley B A, Chao C C. Some solutions of the Timoshenko beam equations [J].Journal of Applied Mechanics, 1955,22(3):579–586.

3. Miklowitz J, Calif P. Flexural wave solutions of coupled equations representing the more exact theory of beams [J].Journal of Applied Mechanics, 1953,20(3):511–514.

4. Anderson R A, Calif P. Flexural vibrations in uniform beams according to the Timoshenko theory [J].Journal of Applied Mechanics, 1953,20(3):504–510.

5. Huang T C. The effect of rotary inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions [J].Journal of Applied Mechanics, 1961,28, (3):579–584.

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1. Analysis of Loss Influence on Key Members of Frame Structures Subjected to Blast Loading;Advanced Materials Research;2011-05

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