上海大学学报(自然科学版) ›› 2025, Vol. 31 ›› Issue (6): 961-977.doi: 10.12066/j.issn.1007-2861.2480

• 土木工程 • 上一篇    下一篇

圆钢管加固直角突变式钢吊车梁的三维裂纹扩展及疲劳性能

胡宝琳1, 徐宇豪1, 左志远1, 庄继勇2, 周磊1   

  1. 1. 上海大学 力学与工程科学学院, 上海 200444;
    2. 宝武装备智能科技有限公司, 上海 201900
  • 收稿日期:2022-12-30 出版日期:2025-12-31 发布日期:2025-12-31
  • 通讯作者: 胡宝琳(1980-),男,博士,研究方向为结构抗震、结构加固及装配式建筑. E-mail:hubaolintz@163.com
  • 基金资助:
    国家科技重大专项资助项目(2018ZX06001001);国家自然科学基金资助项目(52078287)

Three-dimensional crack growth and fatigue performance of steel crane girder with abrupt right-angled change reinforced with round steel tube

HU Baolin1, XU Yuhao1, ZUO Zhiyuan1, ZHUANG Jiyong2, ZHOU Lei1   

  1. 1. School of Mechanics and Engineering Science, Shanghai University, Shanghai 200444, China;
    2. Baowu Equipment Intelligent Technology Co., Ltd., Shanghai 201900, China
  • Received:2022-12-30 Online:2025-12-31 Published:2025-12-31

摘要: 针对直角突变式钢吊车梁疲劳细节Ⅰ发生的疲劳破坏,提出了一种经济有效且具有工程可实施性的圆钢管加固方法,即在吊车梁变截面部位焊接圆形钢管,分別与插入板和端封板进行焊接连接.为了评估加固后钢吊车梁的疲劳性能,基于线弹性断裂力学进行了三维裂纹扩展模拟.结果表明:该方法可以改善直角突变式钢吊车梁的局部应力状态;相较于加固前,疲劳细节Ⅰ处的应力幅降低了近40%,钢吊车梁的疲劳寿命提高了225.5万次.通过参数分析,进一步探讨了圆钢管不同外径及壁厚对加固效果和经济效益的影响规律,为吊车梁疲劳加固工程的应用提供了参考依据.

关键词: 直角突变式, 吊车梁, 圆钢管加固, 三维裂纹扩展, 疲劳性能

Abstract: In view of the fatigue damage to the fatigue detail I of the steel crane girder with abrupt right-angled change, an economic, effective, and feasible round steel tube reinforcement method was proposed. Specifically, a round steel tube was welded at the variable section of the crane girder, and a welding connection with the insert plate and the end sealing plate was performed. In order to evaluate the fatigue performance of the reinforced steel crane girder, a three-dimensional crack growth simulation was conducted based on linear elastic fracture mechanics. The results showed that this method could improve the local stress state of the steel crane girder with abrupt right-angled change. Compared with that before reinforcement, the stress amplitude at the fatigue detail I had decreased by nearly 40%, and the fatigue life of the steel crane girder had increased by 2 255 000 times. Through parameter analysis, the influence laws of different outer diameters and wall thicknesses of the round steel tube on the reinforcement effects and economic benefits were further explored, providing a reference basis for the application of crane girder fatigue reinforcement projects.

Key words: abrupt right-angled change, crane girder, round steel tube reinforcement, three-dimensional crack growth, fatigue performance

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