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Collapse Pressure Analysis of Transversely Isotropic Thick-Walled Cylinder Using Lebesgue Strain Measure and Transition Theory

机译:横观各向同性厚壁圆筒的倒塌压力分析-基于Lebesgue应变测量和过渡理论

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摘要

The objective of this paper is to provide guidance for the design of the thick-walled cylinder made up of transversely isotropic material so that collapse of cylinder due to influence of internal and external pressure can be avoided. The concept of transition theory based on Lebesgue strain measure has been used to simplify the constitutive equations. Results have been analyzed theoretically and discussed numerically. From this analysis, it has been concluded that, under the influence of internal and external pressure, circular cylinder made up of transversely isotropic material (beryl) is on the safer side of the design as compared to the cylinders made up of isotropic material (steel). This is because of the reason that percentage increase in effective pressure required for initial yielding to become fully plastic is high for beryl as compared to steel which leads to the idea of “stress saving” that reduces the possibility of collapse of thick-walled cylinder due to internal and external pressure.
机译:本文的目的是为由横观各向同性材料制成的厚壁圆筒的设计提供指导,从而可以避免圆筒由于内部和外部压力的影响而倒塌。基于Lebesgue应变测度的过渡理论概念已用于简化本构方程。对结果进行了理论分析和数值讨论。从该分析得出的结论是,在内部和外部压力的影响下,与由各向同性材料(钢)制成的圆柱相比,由横向各向同性材料(绿柱石)制成的圆柱在设计上更安全。 )。这是因为,与绿钢相比,对于绿柱石,绿柱石的初始屈服以使其完全变为塑性所需要的有效压力的百分比增加很高,这导致了“节省压力”的想法,从而减少了厚壁圆柱体坍塌的可能性。内部和外部压力。

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