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RATIONAL STRESS LIMITS AND LOAD FACTORS FOR FINITE ELEMENT ANALYSES IN PIPELINE APPLICATIONS PART III - ELASTIC-PLASTIC LOAD FACTOR DEVELOPMENT

机译:管道应用中有限元分析的合理应力极限和载荷因子,第三部分-弹塑性载荷因子的发展

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In this paper, a methodology is presented to develop load factors for use in elastic-plastic assessments of pipelines and their components. The load factors are based on the pipe material properties and the ASME pipeline code's design margin for the service and location of the pipeline installation [1, 2]. These codes are recognized by 49 CFR 192 and 195 [3, 4]. Minimum required load factors for internal pressure loads can be derived analytically based on design equations from the ASME B31 piping codes and minimum material requirements for API 5L line pipe [6]. Once the load factor is established for a particular case, the elastic-plastic methodology may be used in the Finite Element Analysis (FEA) of pipelines and related components. This methodology is particularly useful in the assessment of existing systems when linear elastic numerical analysis shows that local stresses may exceed the elastic design limits. Two case studies are presented showing analyses performed with Abaqus [5], a commercial, general purpose FEA software package. The first case study provides an assessment of a large diameter elbow where the stress on the outer fibers of the intrados exceeded the longitudinal stress limits from B31.8. The second case study examines an assessment of a tee connection where the stresses on the ID exceeded the yield strength of the component. In addition to the case studies, the paper also presents the results of a full-scale test that demonstrated what margin was present when the numerical calculations were based on specified minimum properties. This paper is not intended to revise or replace any provision of B31.4 and/or B31.8 [1, 2]. Instead, it provides the means for calculating load factors that can be used with an elastic-plastic analysis approach in a manner that provides the same design margins as the ASME B31 codes. The approach described in this paper is intended for use in the detailed FEA of pipelines and their associated components.
机译:在本文中,提出了一种开发负荷因子的方法,以用于管道及其组件的弹塑性评估。载荷因子基于管道材料的特性以及管道安装的服务和位置的ASME管道规范的设计裕度[1、2]。这些代码由49 CFR 192和195 [3,4]识别。可以根据ASME B31管道规范的设计方程和API 5L管线的最低材料要求[6]来解析得出内部压力载荷所需的最小载荷系数。一旦确定了特定情况下的载荷系数,就可以在管道和相关组件的有限元分析(FEA)中使用弹塑性方法。当线性弹性数值分析显示局部应力可能超过弹性设计极限时,该方法在评估现有系统时特别有用。提出了两个案例研究,显示了使用商业通用FEA软件包Abaqus [5]进行的分析。第一个案例研究提供了对大直径弯头的评估,其中内腔外侧纤维上的应力超过了B31.8的纵向应力极限。第二个案例研究检查了对三通连接的评估,其中内径上的应力超过了组件的屈服强度。除案例研究外,本文还介绍了一个全面测试的结果,该测试证明了当数值计算基于指定的最小特性时,存在什么裕度。本文无意修改或替代B31.4和/或B31.8 [1、2]的任何规定。取而代之的是,它提供了一种计算载荷系数的方法,该方法可以与弹塑性分析方法一起使用,其提供的设计裕度与ASME B31代码相同。本文中描述的方法旨在用于管道及其相关组件的详细FEA。

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