西南石油大学学报(自然科学版)
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Ma Tingxia1, Gou Wenting 2, Tang Yu3, Chang Xueping1, Tang Liang1
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Abstract:
X52 pipeline steel is widely used in long-distance oil and gas pipeline engineering. This kind of material has its unique mechanical properties:high strength and good plasticity. The establishment of its constitutive relation,matrix presentation and failure criterion are the main content of this study. By comparing the static tensile experimental result and the Ramberg–Osgood constitutive model,we found that when ε ≤ εP0.2,the Ramberg–Osgood constitutive equation could accurately reflect the X52 pipeline steel tensile stress-strain relationship. When ε > εP0.2,however,the theoretical constitutive curve which is based on the experimental results of Ramberg–Osgood constitutive model has large error. Based on this,we have made a correction on the Osgood constitutive model and proposed X52 pipeline steel global 2–phase stress strain relation in the condition of unidirectional pull-up,and then established the matrix expression of the constitutive relation of X52 pipeline steel. According to X52 pipeline steel excellent characteristics,this paper studied the plastic material stress failure criteria and strain failure criteria,then provided the strain failure criterion of X52 pipeline steel.
Key words: X52 pipeline steel;constitutive relation;matrix equation;Ramberg&ndash, Osgood constitutive model;failure criterion
Ma Tingxia1, Gou Wenting 2, Tang Yu3, Chang Xueping1, Tang Liang1. A Study on X52 Pipeline Steel Constitutive Relation and Failure Criterion[J]. 西南石油大学学报(自然科学版), DOI: 10.11885/j.issn.1674-5086.2013.01.16.01.
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URL: http://journal15.magtechjournal.com/Jwk_xnzk/EN/10.11885/j.issn.1674-5086.2013.01.16.01
http://journal15.magtechjournal.com/Jwk_xnzk/EN/Y2014/V36/I4/162
[1] 贾乃文. 塑性力学[M]. 重庆:重庆大学出版社,1992. [2] 马廷霞,吴锦强,唐愚,等. 成品油管道的极限悬空 长度研究[J]. 西南石油大学学报:自然科学版,2012, 34(4):165–173. Ma Tingxia,Wu Jinqiang,Tang Yu,et al. Maximum suspended length of production pipeline[J]. Journal of Southwest Petroleum University:Science & Technology Edition, 34(4):165–173. [3] 帅健. 管线力学[M]. 北京:科学出版社,2010. [4] 朱浩川,姚谏. 不锈钢材料的应力–应变模型[J]. 空间 结构,2011,17(1):62–69. [5] 王孟鸿. 钢结构非线性分析与动力稳定性研究[M]. 北 京:中国建筑工业出版社,2011. [6] 油气及管道建设设计专业标准化委员会. GB50251— 2003 输气管道工程设计规范[S]. 北京:中 国计划出版社,2003. [7] 中国石油天然气集团公司. GB50253—2003 输油管道 工程设计规范[S]. 北京:中国计划出版社,2003. [8] 王志文,蔡仁良. 化工容器设计[M]. 第3 版. 北京:化 学工业出版社,2005. [9] Association. CSA Z662–07 oil and gas pipeline systems[ S]. Canada:Ontario,2007. [10] Det Norske Veritas. DNV–OS–F101 submarine pipeline systems[S]. Norway:Hovik,2000. [11] 唐永进. 压力管道应力分析[M]. 北京:中国石化出版 社,2003. [12] 王维,梁政. 关于悬垂管道计算模型的研究[J]. 天然气 工业,1997,17(5):63–66. [13] 梁政. 石油工程中的若干力学问题[M]. 北京:石油工 业出版社,1999. [14] Liang Chuanpeng. Stress analysis methods for underground pipelines part2—Soil–pipe interaction lines[J]. Pipeline industy. 1978,5:65–74.