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Author:

Ren, Zhikuan (Ren, Zhikuan.) | Chang, Haosong (Chang, Haosong.) | Yue, Qingrui (Yue, Qingrui.) | Liu, Xiaogang (Liu, Xiaogang.)

Indexed by:

EI Scopus SCIE

Abstract:

This study used the finite element analysis (FEA) method to simulate and analyze the fatigue damage evolution process of stainless steel cruciform welded joints, and further predicted the fatigue life. Utilizing the characteristics that the wavelet packet sub-band energy of acoustic emission signals is minimally influenced by the fatigue load amplitude, during the monitoring of the damage evolution process under high-cycle fatigue tests, a user-defined progressive fatigue damage subroutine for stainless steel was developed to simulate the stress field, fatigue damage field, fatigue loading counts, and fatigue crack propagation. Considering the elastoplastic characteristics of metallic materials, a method was proposed for determining the cracking-controlling factor, saying that the magnification of the maximum principal stress relative to the nominal stress, and the critical damage for judging elements' fatigue failure was also given. By adopting appropriate mesh division techniques, corresponding stress magnification factors, and suitable critical damage, the FEA fatigue damage evolution model presented an accurate simulation, exhibiting an average error of 1.58 % compared to the experimental S-N curve. The results of this research can provide strategies for the full-field fatigue damage analysis and fatigue life prediction of welding details in complex metal structures.

Keyword:

Finite element method Critical damage Fatigue progressive damage Fatigue damage evolution model

Author Community:

  • [ 1 ] [Ren, Zhikuan]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
  • [ 2 ] [Yue, Qingrui]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
  • [ 3 ] [Liu, Xiaogang]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
  • [ 4 ] [Ren, Zhikuan]Beijing Univ Technol, Beijing 100124, Peoples R China
  • [ 5 ] [Chang, Haosong]Sci & Technol Inst Urban Safety Dev Shenzhen, Shenzhen 518000, Peoples R China

Reprint Author's Address:

  • [Liu, Xiaogang]Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, Beijing 100083, Peoples R China

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Source :

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

ISSN: 0143-974X

Year: 2025

Volume: 226

4 . 1 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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