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Engineering Analysis of the Buried GRP Pipeline using ANSYS

机译:使用ANSYS的埋地GRP管道工程分析

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With the development of the computer, the finite element method has been widely used as an effective numerical method for the analysis and design of underground structures, including calculation of stress and strain. This paper demonstrates application of the ANSYS finite element method for stress analysis of an underground pipe structure as an alternative to the traditional method. The results more reasonably reflect the actual situation, providing an improved design procedure, helping avoid pipe wear and breakage. The glassfiber reinforced plastics(GRP) pipeline is analyzed as an example, illustrating the basic finite element method, including modeling, and specification of the boundary conditions and applied loads. The results are generally consistent with that of the traditional method, using the CECS190 standard, based on themaximum long-term vertical deformation.
机译:随着计算机的发展,有限元方法已被广泛用作地下结构分析和设计的有效数值方法,包括压力和应变的计算。本文展示了ANSYS有限元方法,用于将地下管结构的应力分析作为传统方法的替代方法。结果更合理地反映了实际情况,提供了改进的设计程序,有助于避免管道磨损和破损。以玻璃纤维增​​强塑料(GRP)管道为例,示出了基本有限元方法,包括建模和边界条件的规范和施加的载荷。结果通常与使用CECS190标准的传统方法的结果一致,基于临时的长期垂直变形。

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