Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Advanced Manufacturing and Processing Vol. 14, No. 52 (2020)

Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel

Author and affiliation details
  • Xiangming Wang Corresponding author Shijiazhuang University of Applied Technology, China wangxmxming@163.com
  • Erfu Guo School of Mechanical and Electrical Engineering, Shijiazhuang University of Applied Technology, Shijiazhuang, 050081, CHina
DOI
10.3221/IGF-ESIS.52.03
Pages
25-32
Published

Abstract

T joint is a widely used welding form. The welding deformation and residual stress produced during the welding process will affect the integrity and reliability of the structure. In this study, S355 low alloy steel was used as test material, and the thermal-mechanical coupling characteristics of multi-layer welding were combined with SYSWELD finite element software to calculate the residual stress of T joint after welding. The residual stress of multi-layer welding T joint with tangent tube and sheet after welding was measured by X-ray diffraction method. The results showed that the numerical simulation agreed well with the experimental results. For the transverse residual stress, the maximum residual stress appeared near the weld toe, and the transverse stress perpendicular to the weld direction presented tensile stress at the weld center and presented stress at the tube surface far from the weld. For the longitudinal residual stress, the maximum residual stress also appeared near the weld toe, and the value was the largest at the center of the weld and decreased along the direction perpendicular to the weld. The research results can provide a reference for actual welding design.

Keywords

Article history

  1. ReceivedUntil the next stage: 113 days
  2. Revision requestedUntil the next stage: 149 days
  3. RevisedUntil the next stage: 29 days
  4. AcceptedUntil the next stage: 9 days
  5. Published

How to cite

APA

Wang, X., & Guo, E. (2020). Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel. Fracture and Structural Integrity, 14(52), 25–32. https://doi.org/10.3221/IGF-ESIS.52.03

IEEE

X. Wang and E. Guo, “Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel,” Fracture and Structural Integrity, vol. 14, no. 52, pp. 25–32, 2020, doi: 10.3221/IGF-ESIS.52.03.

MLA

Wang, Xiangming, and Erfu Guo. “Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel.” Fracture and Structural Integrity, vol. 14, no. 52, 2020, pp. 25–32. https://doi.org/10.3221/IGF-ESIS.52.03.

Chicago

Wang, Xiangming, and Erfu Guo. 2020. “Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel.” Fracture and Structural Integrity 14 (52): 25–32. https://doi.org/10.3221/IGF-ESIS.52.03.

Harvard

Wang, X. and Guo, E. (2020) ‘Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel’, Fracture and Structural Integrity, 14(52), pp. 25–32. doi: 10.3221/IGF-ESIS.52.03.

Vancouver

Wang X, Guo E. Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel. Fracture and Structural Integrity. 2020;14(52):25-32. doi:10.3221/IGF-ESIS.52.03

BibTeX

@article{wang2020, author = {Wang, Xiangming and Guo, Erfu}, title = {Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel}, journal = {Fracture and Structural Integrity}, year = {2020}, volume = {14}, number = {52}, pages = {25--32}, doi = {10.3221/IGF-ESIS.52.03}, url = {https://doi.org/10.3221/IGF-ESIS.52.03}, issn = {1971-8993} }

RIS

TY - JOUR AU - Wang, Xiangming AU - Guo, Erfu TI - Numerical Analysis and Verification of Residual Stress in T Joint of S355 Steel JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2020 DA - 2020/02/02 VL - 14 IS - 52 SP - 25 EP - 32 DO - 10.3221/IGF-ESIS.52.03 UR - https://doi.org/10.3221/IGF-ESIS.52.03 SN - 1971-8993 ER -

Licence

Copyright © 2020 Xiangming Wang, Erfu Guo.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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