Influence of Welding Effect in Different Welding Conditions on Stiffened Wallboards of Prefabricated Box-Plate Steel Structures

MEN Jinjie; GAO Ruixiang; LI Ran; LAN Tao; QIN Guangchong; TAN Luhuai

doi:10.13204/j.gyjzG22041412

Volume 53 Issue 1

Jan. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(1): 41-49,134

MEN Jinjie, GAO Ruixiang, LI Ran, LAN Tao, QIN Guangchong, TAN Luhuai. Influence of Welding Effect in Different Welding Conditions on Stiffened Wallboards of Prefabricated Box-Plate Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 41-49,134. doi: 10.13204/j.gyjzG22041412

Citation:

MEN Jinjie, GAO Ruixiang, LI Ran, LAN Tao, QIN Guangchong, TAN Luhuai. Influence of Welding Effect in Different Welding Conditions on Stiffened Wallboards of Prefabricated Box-Plate Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 41-49,134. doi: 10.13204/j.gyjzG22041412

Citation:

MEN Jinjie, GAO Ruixiang, LI Ran, LAN Tao, QIN Guangchong, TAN Luhuai. Influence of Welding Effect in Different Welding Conditions on Stiffened Wallboards of Prefabricated Box-Plate Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 41-49,134. doi: 10.13204/j.gyjzG22041412

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Influence of Welding Effect in Different Welding Conditions on Stiffened Wallboards of Prefabricated Box-Plate Steel Structures

doi: 10.13204/j.gyjzG22041412

1. School of Civil Engineering, Xian University of Architecture & Technology,Xi’an 710055, China;
2. XAUAT UniSA An De College, Xi’an University of Architecture and Technology,Xi’an 710311, China;
3. CSIC International Engineering Co. Ltd,Beijing 100121, China;
4. Shanghai Zhongjian Architectural Design Institute Co. Ltd,Shanghai 200135, China

Received Date: 2022-04-14
Available Online: 2023-05-25
Publish Date: 2023-01-20

Abstract

Abstract

The welding simulations of Q235B and Q345B steel plates was conducted by ABAQUS associated DFLUX heat source subroutine, and the welding residual stress test of steel sheets was conducted by ultrasonic detection method. It was found that tensile stress was the main longitudinal residual stress in the heat-affected zone of the weld, and there was tensile stress and compressive stress in the transverse residual stress in the whole welding specimens. The test results were basically consistent with the simulation results, which verified the reliability of simulating welding of steel sheets. Using the same simulation method, the welding process of stiffened steel wallboards was simulated, and the residual stress, welding deformation, and shear capacity were analyzed. The results showed that the welding residual stress and welding deformation of the stiffened steel wallboard mainly occurred at the welding seam between the stiffening rib and the wallboard, and the residual stress along the welding seam direction was small at the upper and lower ends and large in the middle. The influence of discontinuous welding on high residual stress and overall residual deformation of stiffened steel wallboards was obviously lower than that of continuous welding. In all welding conditions, the minimum ultimate shear capacity decreased by 6.8% compared with the maximum ultimate shear capacity. After comparing all working conditions, it was found that the welding condition with a larger discontinuity distance had a better effect.
- stiffened steel wallboard,
- residual stress,
- residual deformation,
- shear capacity,
- welding condition

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References(14)

References

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