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Journals / Mühendislik Bilimleri Dergisi / 2004 / Cilt: 10 - Sayı: 1

An elastic stress analysis for a metal matrix composite beam of arbitrary orientation supported from two ends acted upon with a force at the mid point

Orta noktasından P yüküne maruz her iki tarafından desteklenmiş metal matriksli kompozit bir kiriş için elastik gerilme analizi

ÜMRAN ESENDEMİR
Pages
81–86
DOI
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AI Summary & Key Takeaways

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

The Tsai-Hill theory is used as a yield criterion. $\sigma_x$ and $\tau_{xy}$ elastic stresses is obtained according to the x coordinates of the beam.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, an elastic stress analysis is presented for a metal matrix composite beam of arbitrary orientation supported from two ends acted upon with a force at the mid point.
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Key Findings & Data:Yield points are calculated for 0°, 30°, 45°, 60° and 90° orientation angles.
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Conclusion & Impact:The Tsai-Hill theory is used as a yield criterion. $\sigma_x$ and $\tau_{xy}$ elastic stresses is obtained according to the x coordinates of the beam.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

In this study, an elastic stress analysis is presented for a metal matrix composite beam of arbitrary orientation supported from two ends acted upon with a force at the mid point. A composite consisting of stainless-steel reinforced aluminium is used for this work. Yield points are calculated for 0°, 30°, 45°, 60° and 90° orientation angles. The Tsai-Hill theory is used as a yield criterion. $\sigma_x$ and $\tau_{xy}$ elastic stresses is obtained according to the x coordinates of the beam.

Özet

Bu çalışmada, orta noktasından P yüküne maruz her iki tarafından desteklenmiş metal matriksli kompozit bir kiriş için analitik olarak elastik gerilme analizi yapılmıştır. Bu çalışma için malzeme olarak paslanmaz çelik takviyeli alüminyum matriksli kompozit kullanılmıştır. $\Theta$=0°, 30°, 45°, 60° ve 90° oryantasyon açıları için akma noktaları hesaplanmıştır. Akma teorisi olarak Tsai-Hill teorisi kullanılmıştır. Çözüm sonucunda kirişin x koordinatına göre $\sigma_x$ ve $\tau_{xy}$ elastik gerilmeleri elde edilmiştir.

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Cite This Article

ESENDEMİR, Ü. (2004). An elastic stress analysis for a metal matrix composite beam of arbitrary orientation supported from two ends acted upon with a force at the mid point. Mühendislik Bilimleri Dergisi, Cilt: 10 - Sayı: 1, 81–86. https://ajindex.com/articles/289204

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