Analysis of the nonlinear forced vibration and stability of composite beams using the reduced-order model-Reference-Cited by-同舟云学术

Analysis of the nonlinear forced vibration and stability of composite beams using the reduced-order model

Published:2021-03-01 Issue:3 Volume:11 Page:035220
ISSN:2158-3226
Container-title:AIP Advances
language:en
Short-container-title:AIP Advances

Author:

Kim Kumchol¹^ORCID,Ri Kwangchol²^ORCID,Yun Cholil³^ORCID,Kim Choljun⁴^ORCID,Kim Yunnam⁵^ORCID

Affiliation:

1. Faculty of Physical Engineering, Kim Chaek University of Technology, Pyongyang 999093, Democratic People’s Republic of Korea

2. Department of Light Industry Machinery Engineering, Pyongyang University of Mechanical Engineering, Pyongyang 999093, Democratic People’s Republic of Korea

3. Faculty of Forest Science, Kim Il Sung University, Pyongyang 999093, Democratic People’s Republic of Korea

4. College of Ship and Ocean Technology, Kim Chaek University of Technology, Pyongyang 999093, Democratic People’s Republic of Korea

5. Department of Agricultural Machinery Engineering, Pyongyang University of Mechanical Engineering, Pyongyang 999093, Democratic People’s Republic of Korea

Publisher

AIP Publishing

Subject

General Physics and Astronomy

Link

https://aip.scitation.org/doi/pdf/10.1063/5.0039212

Reference23 articles.

1. Analysis of the nonlinear vibrations of unsymmetrically laminated composite beams

2. Application of spline element for large-amplitude free vibrations of laminated orthotropic straight/curved beams

3. Nonlinear free flexural vibrations/post-buckling analysis of laminated orthotropic beams/columns on a two parameter elastic foundation

4. DQM large amplitude vibration of composite beams on nonlinear elastic foundations with restrained edges

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