• CN:11-2187/TH
  • ISSN:0577-6686

机械工程学报 ›› 2025, Vol. 61 ›› Issue (16): 102-115.doi: 10.3901/JME.2025.16.102

• 材料科学与工程 • 上一篇    

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基于结构应变参数的焊接结构高/低周疲劳行为统一分析方法

雷林森1,2,3, 李向伟4, 邢世柱5, 刘小超1, 李永哲1, 裴宪军1,2,3   

  1. 1. 东南大学机械工程学院 南京 211189;
    2. 高速飞行器结构与热防护教育部重点实验室 南京 211189;
    3. 江苏省空天机械装备工程研究中心 南京 211189;
    4. 齐齐哈尔轨道交通装备有限责任公司 齐齐哈尔 161002;
    5. 大连海事大学船舶与海洋工程学院 大连 116026
  • 接受日期:2024-09-13 出版日期:2025-02-27 发布日期:2025-02-27
  • 作者简介:雷林森,男,2000年出生。主要研究方向为焊接结构疲劳。E-mail:lls_email2022@163.com;裴宪军(通信作者),男,1988年出生,博士,副教授,博士研究生导师。主要研究方向为机械强度学、焊接结构力学、结构完整性。E-mail:xpei@seu.edu.cn
  • 基金资助:
    国家自然科学基金(12102090,52275316)和江苏省自然科学基金(BK20210234)资助项目

Unified Analysis Method for High/Low Cycle Fatigue Behavior of Welded Structures Based on Structural Strain Parameters

LEI Linsen1,2,3, LI Xiangwei4, XING Shizhu5, LIU Xiaochao1, LI Yongzhe1, PEI Xianjun1,2,3   

  1. 1. School of Mechanical Engineering, Southeast University, Nanjing 211189;
    2. Key Laboratory of Structure and Thermal Protection of High Speed Aircraft, Ministry of Education, Nanjing 211189;
    3. Jiangsu Engineering Research Center of Aerospace Machinery, Nanjing 211189;
    4. CRRC Qiqihar Rolling Stock Co., Ltd., Qiqihar 161002;
    5. Naval Architecture and Ocean Engineering College, Dalian Maritime University, Dalian 116026
  • Accepted:2024-09-13 Online:2025-02-27 Published:2025-02-27

摘要: 工程焊接结构服役条件日益严苛,导致其在服役周期内往往会承受高/低周疲劳载荷的共同作用。为统一分析高/低周疲劳载荷给焊接结构造成的疲劳损伤,对结构应力参数进行扩展,给出结构应变参数定义。针对工程应用中普遍存在的三种横向约束条件及三种弹塑性本构模型,提出根据截面合力及合力矩计算结构应变参数的具体方法。结构横向约束条件包括平面应力、平面应变和给定三维应力约束因子条件;弹塑性本构关系包括线性强化模型、Ramberg-Osgood硬化模型和自定义应力-应变曲线硬化模型。利用结构应变方法及主E-N曲线对872组不同母材焊接结构的高/低周疲劳数据进行分析。结果表明,等效结构应变参数可以统一分析不同母材焊接接头的高/低周疲劳数据。相对于等效结构应力参数,等效结构应变是用于评估焊接结构疲劳行为的更普适疲劳参数,可以统一分析不同母材、不同接头类型的焊接接头高/低周疲劳行为。

关键词: 高周疲劳, 低周疲劳, 焊接结构, 结构应变, 疲劳参数, E-N曲线

Abstract: Welded structures are experiencing increasingly stringent service conditions, enduring a mix of high- and low-cycle fatigue loads throughout their service life. A holistic approach to assess fatigue damage stemming from both load types is presented, expanding structural stress parameters to include the formulation of the structural strain parameter. A numerical technique is introduced, employing through-thickness resultant force and moment and accommodating three common structural lateral constraints: plane stress, plane strain, and predefined stress triaxiality factors. Simultaneously, three types of elastic-plastic hardening model are considered: linear hardening modulus, Ramberg-Osgood equation, and a customized stress-strain curve. Analysis of 872 sets of highand low-cycle fatigue data from welded structures with diverse base materials, utilizing the structural strain method alongside the master E-N curve, reveals the ability of equivalent structural strain parameters to correlate fatigue data across various materials. The equivalent structural strain parameter emerges as a universal fatigue metric, offering an effective foundation for comprehensive analyses on welded joint fatigue performance compared to the equivalent structural stress method.

Key words: low-cycle fatigue, high-cycle fatigue, welded structure, structural strain, fatigue parameter, master E-N curve

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