A computer program SILOis developed based on the formulation.
📌 3 Key Takeaways
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Objective & Hypothesis:A computer method is presented for the elastic analysis of cylindrical shellstructures subjected to axisymmetric loads. 5 moment equation is used by utilizingfrom the analogy between the stiffness terms of the beam of elastic foundationtheory and the axisymmetric cylindrical shell structures.
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Key Findings & Data:A computer method is presented for the elastic analysis of cylindrical shellstructures subjected to axisymmetric loads. 5 moment equation is used by utilizingfrom the analogy between the stiffness terms of the beam of elastic foundationtheory and the axisymmetric cylindrical shell structures.
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Conclusion & Impact:A computer program SILOis developed based on the formulation.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Silindirik duvar · moment denklemleri · modelleme
Abstract
A computer method is presented for the elastic analysis of cylindrical shellstructures subjected to axisymmetric loads. 5 moment equation is used by utilizingfrom the analogy between the stiffness terms of the beam of elastic foundationtheory and the axisymmetric cylindrical shell structures. A computer program SILOis developed based on the formulation.
Özet
Bu çalışmada eksenel simetrik yükler altında silindirik kabuk yapıların analizini yapabilmek amacıyla bir bilgisayar metodu sunulmuştur. Formülasyonda elastik mesnete oturan sürekli kirişler ve eksenel simetrik silindirik kabukların rijitlikleriarasındaki analojiden yararlanılarak beş moment denklemi kullanılmıştır. Bu formülasyon kullanılarak 'SILO' isimli bir bilgisayar programı geliştirilmiştir.
ÖZTORUN, N., ALTIN, S., ANIL, Ö. (2013). ANALYSIS OF AXISYMMETRIC CYLINDRICAL WALLS BY USING FIVE MOMENT EQUATIONS. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, Cilt: 11 - Sayı: 2, 0. https://ajindex.com/articles/21408