西南石油大学学报(自然科学版) ›› 2020, Vol. 42 ›› Issue (1): 161-169.DOI: 10.11885/j.issn.1674-5086.2018.08.30.03

• 石油机械与油田化学 • 上一篇    下一篇

非等厚度四点弯曲试样环向应力理论研究

练章华1, 张琎1, 王裕海2, 张强1, 刘永刚3   

  1. 1. 油气藏地质及开发工程国家重点实验室·西南石油大学, 四川 成都 610500;
    2. 中国石油塔里木油田分公司, 新疆 库尔勒 841000;
    3. 中国石油天然气集团公司管材研究所, 陕西 西安 710077
  • 收稿日期:2018-08-30 出版日期:2020-02-10 发布日期:2020-02-10
  • 通讯作者: 练章华,E-mail:cwctlzh@swpu.edu.cn
  • 作者简介:练章华,1964年生,男,汉族,四川自贡人,教授,博士生导师,主要从事CAD/CAE/CFD、套管损坏机理、管柱力学及射孔完井等教学与科研。E-mail:cwctlzh@swpu.edu.cn;张琎,1993年生,男,汉族,四川南充人,硕士研究生,主要从事油气井工程力学方面的研究。E-mail:ezhangjin@163.com;王裕海,1985年生,男,汉族,重庆垫江人,工程师,主要从事井控装备及技术管理工作。E-mail:wyhtlm@petroChina.com.cn;张强,1991年生,男,汉族,四川江油人,博士研究生,主要从事油气井管柱力学方面的研究。E-mail:ZhangQiang_A301@163.com;刘永刚,1974年生,男,汉族,四川眉山人,高级工程师,博士,主要从事失效分析和管柱力学研究。E-mail:liuyg321@sohu.com
  • 基金资助:
    国家自然科学基金(51574198)

Theoretical Research on Circumferential Stress of Four-point Bending Specimen of Unequal Thickness

LIAN Zhanghua1, ZHANG Jin1, WANG Yuhai2, ZHANG Qiang1, LIU Yonggang3   

  1. 1. State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University, Chengdu, Sichuan 610500, China;
    2. Tarim Oilfield Company, PetroChina, Korla, Xinjiang 841000, China;
    3. Tubular Goods Research Institute, China National Petroleum Corporation, Xi′an, Shaanxi 710077, China
  • Received:2018-08-30 Online:2020-02-10 Published:2020-02-10

摘要: 针对四点弯曲试样标准为等厚度直梁试样,不能真实模拟管件曲梁结构的真实工况,设计了一种外壁为完整的一段圆弧,内壁为一直线段和两段对称圆弧构成的非标准、非等厚度的四点弯曲试样。根据非等厚度的四点弯曲试样结构及其力学模型,推导出了其外壁任意一点环向拉应力与试样加载载荷之间的理论计算公式,建立了该四点弯曲试样的有限元力学计算模型。计算结果表明,文中推导出的理论公式计算出的最大环向应力与有限元法的计算结果误差的绝对值为0.06%~0.33%,几乎没有误差,充分证明了理论公式的准确性,该理论公式为非等厚度四点弯曲的应力腐蚀开裂试验加载参数提供了简便的计算方法。

关键词: 非等厚度, 四点弯曲试样, 理论公式推导, 有限元, 应力腐蚀开裂

Abstract: Straight beam specimens of equal thickness, which are standard four-point bending specimens, cannot be used to simulate the real working condition of the curved-beam structure of pipes. Therefore, a non-standard four-point bending specimen of unequal thickness was designed, which has a complete arc as the outer wall and a straight-line segment combined with two symmetrical arcs as the inner wall. Based on the structure and mechanical model of a four-point bending specimen with unequal thickness, a theoretical formula to calculate the circumferential tensile stress at any arbitrary point on the specimen's outer wall from the load of the specimen was derived. Further, a finite element mechanics calculation model for this four-point bending specimen was established. The results show that the absolute error of the maximum circumferential stress calculated by the theoretical formula derived in the paper was 0.06%~0.33% compared to the result by the finite element method. This indicates that there is almost no error, which fully proves the accuracy of the theoretical formula. The theoretical formula provides a simple method for calculating load parameters of stress-corrosion cracking experiments with the four-point bending specimen of unequal thickness.

Key words: unequal thickness, four-point bending specimen, theoretical formula derivation, finite element, stress corrosion cracking

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