Steel and Composite Structures

  • 제51권2호
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  • Pages.103-116
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  • 2024
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

A unified consistent couple stress beam theory for functionally graded microscale beams

  • Chih-Ping Wu (Department of Civil Engineering, National Cheng Kung University) ;
  • Zhen Huang (Department of Civil Engineering, National Cheng Kung University)
  • 투고 : 2021.09.11
  • 심사 : 2024.04.03
  • 발행 : 2024.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Based on the consistent couple stress theory (CCST), we develop a unified formulation for analyzing the static bending and free vibration behaviors of functionally graded (FG) microscale beams (MBs). The strong forms of the CCST-based Euler-Bernoulli, Timoshenko, and Reddy beam theories, as well as the CCST-based sinusoidal, exponential, and hyperbolic shear deformation beam theories, can be obtained by assigning some specific shape functions of the shear deformations varying through the thickness direction of the FGMBs in the unified formulation. The above theories are thus included as special cases of the unified CCST. A comparative study between the results obtained using a variety of CCST-based beam theories and those obtained using their modified couple stress theory-based counterparts is carried out. The impacts of some essential factors on the deformation, stress, and natural frequency parameters of the FGMBs are examined, including the material length-scale parameter, the aspect ratio, and the material-property gradient index.

키워드

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