Probability life calculation model of beam element application and study in welded structures reliability analysis

被引:0
|
作者
Lyu, Shining [1 ]
Wang, Aihong [1 ]
Zhang, Guanghui [1 ]
Gao, Youshan [1 ]
Yao, Fenglin [1 ]
机构
[1] Taiyuan Univ Sci & Technol, Sch Mech Engn, 66 Waliu Rd, Taiyuan, Shanxi, Peoples R China
关键词
Probability life; welded beam; Vector Form Intrinsic Finite Element Method; high cyclic life; INTRINSIC FINITE-ELEMENT; LOW-CYCLE FATIGUE; RESIDUAL-STRESS; PREDICTION; SIZE; COMPONENTS; BEHAVIOR; WHEEL;
D O I
10.1177/16878132231199901
中图分类号
O414.1 [热力学];
学科分类号
摘要
Statistical size and geometrical size are the main factors affecting the service life of mechanical structure calculation. To explore the reliability of the lifespan of beam structures, a probability lifespan numerical calculation method based on Vector Form Intrinsic Finite Element Method (VFIFEM) was proposed, and the method was verified through full lifespan experiments on I-beam welded structures. First, a fatigue fracture model that considers the coupling of residual stress (RS) and cyclic load variations was established. Based on this fatigue fracture model, a probability lifespan calculation model for beam elements was defined by proposing a cross-sectional shape correction coefficient and a position correction coefficient. The proposed probability lifespan model for beam elements was used to calculate the I-beam welded structure, and the calculated results were compared with the full lifespan experiment results, which were close in statistical results, with all experimental results falling within the [10%, 90%] interval except for one experiment. This method effectively couples the influence of statistical size and geometric size on probability lifespan, providing a new approach for the structure probability lifespan calculation in the future.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Reliability analysis of structures based on a probability-uncertainty hybrid model
    Zhang, Lei
    Zhang, Jianguo
    You, Lingfei
    Zhou, Shuang
    QUALITY AND RELIABILITY ENGINEERING INTERNATIONAL, 2019, 35 (01) : 263 - 279
  • [2] Dynamic reliability calculation of random structures by conditional probability method
    Kubica, Jan
    Ahmed, Bilal
    Muhammad, Akbar
    Aslam, Muhammad Usama
    EKSPLOATACJA I NIEZAWODNOSC-MAINTENANCE AND RELIABILITY, 2024, 26 (02):
  • [3] Model simplification and calculation of welded steel truss beam
    Hao, Xianwu
    Guo, Mei
    Shi, Yong
    Xi'an Gonglu Xueyuan Xuebao/Journal of Xi'an Highway Transportation University, 1999, 19 (04): : 55 - 57
  • [4] Deformation control study on H-beam welded by a finite element model
    Wang X.
    Qu Z.
    Xia L.
    Sun Z.
    International Journal of Computational Materials Science and Surface Engineering, 2019, 8 (01): : 15 - 26
  • [5] FINITE ELEMENT ANALYSIS OF WELDED STRUCTURES.
    Krutz, G.W.
    Segerlind, L.J.
    Welding Journal (Miami, Fla), 1978, 57 (07):
  • [6] FINITE-ELEMENT ANALYSIS OF WELDED STRUCTURES
    KRUTZ, GW
    SEGERLIND, LJ
    WELDING JOURNAL, 1978, 57 (07) : S211 - S216
  • [7] CALCULATION OF ENDURANCE RANGE OF WELDED METAL STRUCTURES OF MACHINES (FROM PROBABILITY ASPECT)
    DMITRICHENKO, SS
    RUSSIAN ENGINEERING JOURNAL, 1977, 57 (05): : 3 - 4
  • [8] Reliability analysis based on the weakest-link-model and probability fracture characteristics of welded structure
    Duan, Q
    Cheng, GX
    FATIGUE '99: PROCEEDINGS OF THE SEVENTH INTERNATIONAL FATIGUE CONGRESS, VOLS 1-4, 1999, : 2667 - 2672
  • [9] Long-Life and High-Reliability Welded Structures
    Xu L.
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2022, 55 (01): : 1 - 10
  • [10] A spatial beam element and its application to buckling analysis for framed structures
    Xia, Yong-Jun
    Miao, Qian
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (04): : 86 - 91