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Study on Cantilever Beam Tip Response with Various Harmonic Frequencies by Using EDISON Co-rotational Plane Beam-Dynamic Tip Load

Authors :
HyunShig Joo
Hanyeol Ryu
Chul-Woo Park
SangJoon Shin
Source :
Journal of the Computational Structural Engineering Institute of Korea. 28:477-483
Publication Year :
2015
Publisher :
Computational Structural Engineering Institute of Korea, 2015.

Abstract

In this paper, Euler-Bernoulli beam theories(EB-beam) are used, and Fast Fourier Transformation(FFT) analysis is then employed to extract their natural frequencies using both analytical approach and Co-rotational plane beam(CR-beam) EDISON program. EB-beam is used to analyze a spring-mass system with a single degree of freedom. Sinusoidal force with various frequencies and constant magnitude are applied to tip of each beam. After the oscillatory tip response is observed in EB-beam, it decreases and finally converges to the so-called ‘steady-state.’ The decreasing rate of the tip deflection with respect to time is reduced when the forcing frequency is increased. Although the tip deflection is found to be independent of the excitation frequency, it turns out that time to reach the steady state response is dependent on the forcing frequency.

Details

ISSN :
22872302 and 12293059
Volume :
28
Database :
OpenAIRE
Journal :
Journal of the Computational Structural Engineering Institute of Korea
Accession number :
edsair.doi...........7e8927ecda815490c4ef56e15d5a8ac9