3级适用于直径小于6.25英寸的凹痕管的使用评定

K. Mostafa, A. Alian
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引用次数: 0

摘要

本文的目的是研究影响带凹痕异常管道结构完整性的参数。根据API 579-1/ASME FFS- 1,2016[1]第12部分的要求,1级和2级服务适用性(FFS)评估程序不能用于直径小于6.25英寸的凹陷管。此类小尺寸管道只能使用3级评估程序进行评估。在有限元模型中采用刚性压头对管道进行压痕处理。采用弹塑性分析方法对不同荷载组合下的一般破坏准则和局部破坏准则进行了分析。根据ASME BPVC附录3,第VIII节,第2节[2],使用多线性各向同性硬化模型定义管道材料。研究了管径、管径、凹痕曲率半径和凹痕深度对塑性应变和应变比的影响。遵循实验方法学的田口设计[5],采用部分析因设计,允许对每个参数的多个水平值进行调查。该分析使用了使用自动超声检查(AUT)测量的真实凹痕轮廓,并适合于球形轮廓。评估了各参数对不同测量响应的显著性。
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Level 3 Fitness for Service Assessment of Dented Pipes With Diameter Less Than 6.25 Inch
The aim of this paper is to investigate the parameters affecting the structural integrity for piping with dents anomalies. As per the requirements to part 12 of the API 579-1/ASME FFS-1, 2016 [1], level 1 and 2 fitness for service (FFS) assessment procedures can’t be used for dented pipe with diameter less than 6.25 inch. Such small size pipes can only be assessed using level 3 assessment procedure. The pipe was indented in the FEA model with a rigid indenter. The indented pipe was then evaluated under general collapse and local failure criteria under different loading combinations using the elastic plastic analysis approach. The pipe material is defined using a multi-linear isotropic hardening model as per Annex 3-D of ASME BPVC, sec. VIII, div. 2 [2]. The effect of nominal pipe size, pipe schedule, and dent’s radius of curvature and depth on the plastic strain, and strain ratio are studied. Following Taguchi design of experiments methodology [5], a partial factorial design was adopted to allow the investigation of multiple levels value for each parameter. This analysis uses a real-life dent profile which was measured using automatic ultrasound inspection (AUT) and fitted to a spherical profile. The significance of each parameter on the different measured responses is evaluated.
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