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    • 几何参数对梯形波纹腹板梁疲劳性能的影响

    • Influence of geometric parameters on the fatigue property of trapezoidal corrugated web girder

    • 刘文

      1

      魏国前

      12

      党章

      12

      叶凡

      1
    • 2018年48卷第8期 页码:24-29   

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  • 引用

  • 刘文, 魏国前, 党章, 等. 几何参数对梯形波纹腹板梁疲劳性能的影响[J]. 电焊机, 2018,48(8):24-29. DOI:
    LIU Wen, WEI Guoqian, DANG Zhang, et al. Influence of geometric parameters on the fatigue property of trapezoidal corrugated web girder[J]. 2018,48(8):24-29. DOI:
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    摘要

    梯形波纹腹板梁是一种力学性能优良的新型焊接结构,相关研究表明腹板波纹几何参数对其基本力学性能影响明显,但目前对其疲劳性能的影响研究较少。针对梯形波纹腹板梁,采用参数化有限元建模法建模,以南侧焊趾处的倾斜段和疲劳危险点作为疲劳薄弱环节,以等效结构应力变程作为疲劳评定参量,研究腹板厚度t、倾斜角θ、过渡圆半径r和波高hr等几何参数对疲劳薄弱环节的影响规律。结果表明:倾斜角θ是影响梯形波纹腹板梁疲劳性能的最关键几何参数,生产制造中建议倾斜角θ选择范围在27°37°;其他几何参数对梯形波纹腹板梁疲劳性能的影响不大,但必须结合实际制造工艺和倾斜角θ的取值进行综合考虑。

    EN

    Abstract

    Trapezoidal corrugated web girder is a new-type welded structure with excellent mechanical property. Studies show that the geometric parameters of web have a great influence on basic mechanical property, but there are few studies on the influence of fatigue property. The trapezoidal corrugated web girder is modeled by parametric finite element modeling method. The inclined web folds and fatigue points of the weld toe at the south side are used as the fatigue weakness,and the equivalent structural stress range is used as the assessment parameter to evaluate fatigue property. The influence of geometric parameters such as the web thickness t,angle of inclination θ,bend radius r and wave height hr on the fatigue weakness are studied. Results show that the most critical geometric parameter influencing the fatigue property of trapezoidal corrugated web girders is angle of inclination θ,and the recommended range is between 27°and 37°in manufacturing. Other geometric parameters have little influence on the fatigue property of trapezoidal corrugated web girder,but this must be considered combining with practical manufacturing technology and the value of angle of inclination θ.

    EN

    关键词

    参数化; 有限元分析; 等效结构应力法; 疲劳性能

    EN

    Keywords

    parametric; finite element analysis; equivalent structural stress; fatigue behavior

    EN

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