Dergiler / Turkish Journal of Engineering and Environmental Sciences / 2003 / Cilt: 27 - Sayı: 4

The Buckling of Laminated Cylindrical Thin Shells under Torsion Varying as a Linear Function of Time

Sayfa
237–245
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

Finally after performing the computations, the effects of the variations of the numbers and ordering of layers, loading speed, and the ratio of radius to thickness on the critical parameters are investigated.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:The buckling of laminated orthotropic cylindrical thin shells under torsion, which is a linear function of time, has been investigated.
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Temel Bulgular & Veri:First, fundamental relations and the modified Donnell type stability equations of the laminated cylindrical thin shells are derived.
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Sonuç & Katkı:Finally after performing the computations, the effects of the variations of the numbers and ordering of layers, loading speed, and the ratio of radius to thickness on the critical parameters are investigated.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Buckling · Laminated · Orthotropic shell

Özet

The buckling of laminated orthotropic cylindrical thin shells under torsion, which is a linear function of time, has been investigated. First, fundamental relations and the modified Donnell type stability equations of the laminated cylindrical thin shells are derived. Applying Galerkin's method, a differential equation having a variable coefficient depending on time is obtained and by applying the Ritz-type variational method to these equations, general formulas for static and dynamic critical loads, corresponding wave numbers and the dynamic factor are obtained. Finally after performing the computations, the effects of the variations of the numbers and ordering of layers, loading speed, and the ratio of radius to thickness on the critical parameters are investigated.

Abstract

The buckling of laminated orthotropic cylindrical thin shells under torsion, which is a linear function of time, has been investigated. First, fundamental relations and the modified Donnell type stability equations of the laminated cylindrical thin shells are derived. Applying Galerkin's method, a differential equation having a variable coefficient depending on time is obtained and by applying the Ritz-type variational method to these equations, general formulas for static and dynamic critical loads, corresponding wave numbers and the dynamic factor are obtained. Finally after performing the computations, the effects of the variations of the numbers and ordering of layers, loading speed, and the ratio of radius to thickness on the critical parameters are investigated.

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Bu Makaleye Atıf Yap

SOFIYEV, A. H., ZERİN, Z., TÜRKMEN, M. (2003). The Buckling of Laminated Cylindrical Thin Shells under Torsion Varying as a Linear Function of Time. Turkish Journal of Engineering and Environmental Sciences, Cilt: 27 - Sayı: 4, 237–245. https://ajindex.com/articles/369270

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