Steven Cooreman , Dennis Van Hoecke , Sandeep Abotula , Hervé Luccioni , Nikos Voudouris , Athanasios Tazedakis
{"title":"Prediction of properties on large diameter welded pipe: case study on 32″ × 16 mm X65 HSAW pipe","authors":"Steven Cooreman , Dennis Van Hoecke , Sandeep Abotula , Hervé Luccioni , Nikos Voudouris , Athanasios Tazedakis","doi":"10.1016/j.jpse.2022.100071","DOIUrl":null,"url":null,"abstract":"<div><p>Large diameter welded pipes are amongst the most cost-effective transportation means for oil and gas. The production of those pipes involves different cold forming steps, as a result of which the mechanical properties on pipe will be different from the plate or coil properties. The steel manufacturer has several parameters at hand to control the properties of his final product. However, the pipe manufacturer only has a narrow process window, but eventually he is responsible for the properties of his product, i.e. the pipe. Furthermore, for some pipeline applications, the properties in both the transverse and longitudinal pipe direction must be within certain limits. This paper presents a Finite Element model which allows simulating pipe forming and subsequent mechanical testing and thus could be adopted to predict pipe properties from coil/plate properties. The complex hardening behaviour exhibited by pipeline grades is described by an extended version of the Levkovitch-Svendsen model, a constitutive model which accounts for isotropic, kinematic and distortional hardening. To validate the model, numerical predictions were compared to experimental results obtained from mechanical tests conducted on 32″ × 16 mm X65 HSAW (Helical Submerged Arc-Welding) pipes. The properties on pipe were evaluated by means of ring expansion tests and tensile tests on (flattened) full-thickness dog-bone samples and non-flattened round bar samples. Furthermore, tensile tests were performed in the transverse and longitudinal pipe direction and tests were conducted before and after hydrotesting. In general, the numerical predictions are in good agreement with the experimental data.</p></div>","PeriodicalId":100824,"journal":{"name":"Journal of Pipeline Science and Engineering","volume":"2 3","pages":"Article 100071"},"PeriodicalIF":4.8000,"publicationDate":"2022-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2667143322000439/pdfft?md5=bc3e5ee623ff99d880f03219d10ca327&pid=1-s2.0-S2667143322000439-main.pdf","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Pipeline Science and Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2667143322000439","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 1
Abstract
Large diameter welded pipes are amongst the most cost-effective transportation means for oil and gas. The production of those pipes involves different cold forming steps, as a result of which the mechanical properties on pipe will be different from the plate or coil properties. The steel manufacturer has several parameters at hand to control the properties of his final product. However, the pipe manufacturer only has a narrow process window, but eventually he is responsible for the properties of his product, i.e. the pipe. Furthermore, for some pipeline applications, the properties in both the transverse and longitudinal pipe direction must be within certain limits. This paper presents a Finite Element model which allows simulating pipe forming and subsequent mechanical testing and thus could be adopted to predict pipe properties from coil/plate properties. The complex hardening behaviour exhibited by pipeline grades is described by an extended version of the Levkovitch-Svendsen model, a constitutive model which accounts for isotropic, kinematic and distortional hardening. To validate the model, numerical predictions were compared to experimental results obtained from mechanical tests conducted on 32″ × 16 mm X65 HSAW (Helical Submerged Arc-Welding) pipes. The properties on pipe were evaluated by means of ring expansion tests and tensile tests on (flattened) full-thickness dog-bone samples and non-flattened round bar samples. Furthermore, tensile tests were performed in the transverse and longitudinal pipe direction and tests were conducted before and after hydrotesting. In general, the numerical predictions are in good agreement with the experimental data.
大直径焊接管是石油和天然气最具成本效益的运输方式之一。这些管道的生产涉及不同的冷成型步骤,因此,管道的机械性能将不同于板或线圈的性能。钢铁制造商手头有几个参数来控制最终产品的性能。然而,管道制造商只有一个狭窄的过程窗口,但最终他要对他的产品(即管道)的属性负责。此外,对于某些管道应用,横向和纵向的性能都必须在一定的范围内。本文提出了一种有限元模型,可以模拟管道成形和随后的力学测试,从而可以通过线圈/板的性能来预测管道的性能。管道等级表现出的复杂硬化行为是由Levkovitch-Svendsen模型的扩展版本描述的,这是一个考虑各向同性、运动和扭曲硬化的本构模型。为了验证该模型,将数值预测结果与32根″× 16 mm X65螺旋埋弧焊管的力学试验结果进行了比较。通过对(平整的)全厚狗骨试样和未平整的圆棒试样进行环膨胀试验和拉伸试验,对钢管的性能进行了评价。进行了横向和纵向拉伸试验,并在加氢试验前后进行了试验。总的来说,数值预测与实验数据吻合较好。