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Volume 15
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10.3390/buildings15030398
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This is an early access version, the complete PDF, HTML, and XML versions will be available soon.
Article

Investigation of Welding-Induced Residual Stresses in a Herringbone Column Using the Blind Hole Technique: An Experimental and Numerical Study

by
Jianbo Ren
1,2,
Yanchao Yue
1,
Xiangwei Zhang
1,2,*,
Zheng Yang
1,
Zhihang Liu
2,
Yuanyuan Dong
3,
Jihao Ma
2,
Chenlu Liu
4,5 and
Jianjun Ma
4,5
1
School of Habitat and Civil Engineering, Xi’an Jiaotong University, Xi’an 710049, China
2
Installation Engineering Co., Ltd., China Construction Seventh Engineering Bureau, Zhengzhou 450011, China
3
Ningbo Huakang Luting Construction Co., Ltd., Ningbo 315700, China
4
School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471023, China
5
Henan Province Engineering Technology Research Center of Building Safety and Protection, Luoyang 471023, China
*
Author to whom correspondence should be addressed.
Buildings 2025, 15(3), 398; https://doi.org/10.3390/buildings15030398
Submission received: 31 December 2024 / Revised: 24 January 2025 / Accepted: 24 January 2025 / Published: 26 January 2025
(This article belongs to the Section Building Structures)
Versions Notes

Abstract

The current research investigates the effect of residual stresses from welding on the stability of steel structures, particularly the herringbone column undulating cross-truss structure in the Zhengzhou New International Exhibition Center project. Residual stresses at 30 key points were measured using the blind hole method, and the temperature and stress fields under thermal coupling were analyzed using numerical simulation techniques. The measured residual stresses of the welded herringbone columns are generally higher than the theoretical calculated values, with the relative error of most measuring points being less than 10% and the minimum difference being 0.98 MPa. It was confirmed that the welding quality meets the design and acceptance standards. Through a combination of experimental measurements and numerical simulations, this study provides valuable reference information for the construction of similar projects. The results indicate that the residual stresses in the herringbone columns are controllable, ensuring the overall safety and reliability of the structure.
Keywords: residual stress; numerical simulation; herringbone column; blind hole method; welding residual stress; numerical simulation; herringbone column; blind hole method; welding

Share and Cite

MDPI and ACS Style

Ren, J.; Yue, Y.; Zhang, X.; Yang, Z.; Liu, Z.; Dong, Y.; Ma, J.; Liu, C.; Ma, J. Investigation of Welding-Induced Residual Stresses in a Herringbone Column Using the Blind Hole Technique: An Experimental and Numerical Study. Buildings 2025, 15, 398. https://doi.org/10.3390/buildings15030398

AMA Style

Ren J, Yue Y, Zhang X, Yang Z, Liu Z, Dong Y, Ma J, Liu C, Ma J. Investigation of Welding-Induced Residual Stresses in a Herringbone Column Using the Blind Hole Technique: An Experimental and Numerical Study. Buildings. 2025; 15(3):398. https://doi.org/10.3390/buildings15030398

Chicago/Turabian Style

Ren, Jianbo, Yanchao Yue, Xiangwei Zhang, Zheng Yang, Zhihang Liu, Yuanyuan Dong, Jihao Ma, Chenlu Liu, and Jianjun Ma. 2025. "Investigation of Welding-Induced Residual Stresses in a Herringbone Column Using the Blind Hole Technique: An Experimental and Numerical Study" Buildings 15, no. 3: 398. https://doi.org/10.3390/buildings15030398

APA Style

Ren, J., Yue, Y., Zhang, X., Yang, Z., Liu, Z., Dong, Y., Ma, J., Liu, C., & Ma, J. (2025). Investigation of Welding-Induced Residual Stresses in a Herringbone Column Using the Blind Hole Technique: An Experimental and Numerical Study. Buildings, 15(3), 398. https://doi.org/10.3390/buildings15030398

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