Finite-Element Modeling for Static Bending Analysis of Rotating Two-Layer FGM Beams with Shear Connectors Resting on Imperfect Elastic Foundations-Reference-Cited by-同舟云学术

Finite-Element Modeling for Static Bending Analysis of Rotating Two-Layer FGM Beams with Shear Connectors Resting on Imperfect Elastic Foundations

Published:2023-05 Issue:3 Volume:36 Page:
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Thai Le Minh¹,Luat Doan Trac²,Van Ke Tran³,Phung Van Minh⁴^ORCID

Affiliation:

1. Associate Professor and Vice Director, Dept. of Special Equipment, Faculty of Special Equipment, Le Quy Don Technical Univ., 236 Hoang Quoc Viet St., Bac Tu Liem District, Hanoi 100000, Vietnam.

2. Associate Professor and Head, Dept. of Solid Mechanics, Faculty of Mechanical Engineering, Le Quy Don Technical Univ., 236 Hoang Quoc Viet St., Bac Tu Liem District, Hanoi 100000, Vietnam.

3. Researcher and Lecturer, Dept. of Solid Mechanics, Faculty of Mechanical Engineering, Le Quy Don Technical Univ., 236 Hoang Quoc Viet St., Bac Tu Liem District, Hanoi 100000, Vietnam.

4. Lecturer and Ph.D. Student, Dept. of Solid Mechanics, Faculty of Mechanical Engineering, Le Quy Don Technical Univ., 236 Hoang Quoc Viet St., Bac Tu Liem District, Hanoi 100000, Vietnam (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JAEEEZ.ASENG-4771

Reference50 articles.

1. Frequency response of rotating two-directional functionally graded GPL-reinforced conical shells on elastic foundation

2. Artificial Neural Network Methods for the Solution of Second Order Boundary Value Problems

3. Euler-Bernoulli beam theory

4. Flapwise vibration analysis of rotating composite laminated Timoshenko microbeams with geometric imperfection based on a re-modified couple stress theory and isogeometric analysis

5. A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation

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