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Journals / Turkish Journal of Civil Engineering / 2023 / Cilt: 34 - Sayı: 1

Stress Analysis of Laminated HSDT Beams Considering Bending Extension Coupling

Yonca BAB
Akif KUTLU
Pages
1–23
Publication Date
2023-01-01
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The validation of current study is performed by comparison and convergence analyzes for various lamination cases under different boundary conditions.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:This study demonstrates a mixed finite element formulation procedure for the bending and stress analyses of laminated composite beams.
📊
Key Findings & Data:The finite element method is based on the Hellinger-Reissner variational principle, while the beam assumptions are based on the Higher Order Shear Deformation Theory (HSDT).
💡
Conclusion & Impact:The validation of current study is performed by comparison and convergence analyzes for various lamination cases under different boundary conditions.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Higher Order theory · laminated composite beam · Hellinger-Reissner

Abstract

This study demonstrates a mixed finite element formulation procedure for the bending and stress analyses of laminated composite beams. The finite element method is based on the Hellinger-Reissner variational principle, while the beam assumptions are based on the Higher Order Shear Deformation Theory (HSDT). Reddy’s shear function is employed for the beam theory where the beam is discretized by two-noded linear elements. The displacements and stress resultants are obtained directly at the nodes according to the proposed mixed formulation. The validation of current study is performed by comparison and convergence analyzes for various lamination cases under different boundary conditions.

Özet

This study demonstrates a mixed finite element formulation procedure for the bending and stress analyses of laminated composite beams. The finite element method is based on the Hellinger-Reissner variational principle, while the beam assumptions are based on the Higher Order Shear Deformation Theory (HSDT). Reddy’s shear function is employed for the beam theory where the beam is discretized by two-noded linear elements. The displacements and stress resultants are obtained directly at the nodes according to the proposed mixed formulation. The validation of current study is performed by comparison and convergence analyzes for various lamination cases under different boundary conditions.

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Cite This Article

BAB, Y., KUTLU, A. (2023). Stress Analysis of Laminated HSDT Beams Considering Bending Extension Coupling. Turkish Journal of Civil Engineering, Cilt: 34 - Sayı: 1, 1–23. https://ajindex.com/articles/864070

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References (11)

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