中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (8): 133-141.doi: 10.16265/j.cnki.issn1003-3033.2026.08.1935

• 安全技术与工程 • 上一篇    下一篇

双金属复合管抗内压强度力学模型建立与验证

谷天平1(), 韩宇航1, 王鑫1, 吴泽2, 翁光远1   

  1. 1 西安石油大学 机械工程学院, 陕西 西安 710065
    2 西安向阳航天材料股份有限公司, 陕西 西安 710025
  • 收稿日期:2026-03-12 修回日期:2026-05-21 出版日期:2026-08-28
  • 作者简介:

    谷天平 (1994—),男,陕西渭南人,工学博士,副教授,主要从事油气井管柱力学方面的理论和数值模拟方面的研究。E-mail:

    翁光远 教授

  • 基金资助:
    国家自然科学基金资助(5217042298); 陕西省自然科学基础研究计划项目(2025JC-YBQN-699); 陕西省教育厅专项科研计划项目(24JK0601); 西安市科技计划项目(25GXKJRC00016)

Establishment and verification of mechanical model for internal pressure strength of bimetallic composite pipes

Gu Tianping1(), Han Yuhang1, Wang Xin1, Wu Ze2, Weng Guangyuan1   

  1. 1 Mechanical Engineering College, Xi'an Petroleum University, Xi'an Shaanxi 710065, China
    2 Xi'an Sunward Aeromat Co., Ltd., Xi'an Shaanxi 710025, China
  • Received:2026-03-12 Revised:2026-05-21 Published:2026-08-28

摘要:

为降低双金属复合管在腐蚀性环境中因强度设计问题而导致重大安全事故的风险,以X65-316 L复合管为研究对象,建立基于平面应变假设的理论解析和有限元力学模型,对比分析仅基管、等效管和复合管在不同内压(5~30 MPa)下的力学行为。结果表明:双金属复合管结构显著优于仅基管,极限承载能力得到有效提高。载荷主要由高强度的基管承担(等效应力峰值位于基衬界面),衬管主要发挥耐腐蚀作用,其中,等效管模型在弹性范围内具有良好的工程适用性。经误差分析,理论模型与有限元计算结果吻合良好,仅基管模型和复合管模型的理论计算结果与有限元计算结果相对误差不超过0.8%和14%。

关键词: 双金属复合管, 抗内压强度, 平面应变, 有限元力学模型, 误差分析

Abstract:

To reduce the risk of major safety accidents caused by strength design deficiencies of bimetallic composite pipes in corrosive environments, an X65-316L composite pipe was selected as the research object. A theoretical analytical model and a finite element mechanical model were established based on the plane strain assumption. The mechanical behaviors of single base pipe, equivalent pipe, and composite pipe under different internal pressures (5-30 MPa) were comparatively analyzed. The results show that the bimetallic composite pipe exhibits significantly superior structural performance compared with the base pipe, and its ultimate load-bearing capacity is effectively enhanced. The load is primarily borne by the high-strength base pipe, with the peak von Mises stress located at the base-liner interface, and the liner mainly undertakes the anti-corrosion function. In addition, the equivalent pipe model demonstrates good engineering applicability within the elastic range. Good agreement is achieved between the theoretical predictions and finite element results. The relative errors between the theoretical and finite element results are less than 0.8% for the base pipe model and 14% for the composite pipe model.

Key words: bimetallic composite pipes, internal pressure strength, plane strain assumption, finite element mechanical model, error analysis

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