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Effect of fire exposure on residual stresses relief in welded high strength Q690 steel sections
Abstract Welding induced residual stresses in steel sections can be reduced by high temperatures in fire conditions and thus affect the load bearing capacity and stiffness of structural steel members. This paper presents effect of high temperature exposure on residual stresses relief in welded high-strength Q690 steel sections by experimental and numerical studies. The distribution and magnitude of the residual stresses in three Q690 steel H-sections and three Q690 steel box-sections after exposure to 600 °C and 800 °C were investigated by cutting method. In the numerical studies, finite element analysis software ANSYS was employed to simulate residual stress generation and relief in the entire welding and high temperature exposure stages, including the heating and cooling phases. The predicted results of the residual stresses after an exposure to high temperature obtained by the finite element analysis agree well with the test results. Parametric studies were conducted to investigate the influence of exposed temperature, high temperature duration, and creep strain in steel on residual stresses after being exposed to high temperature. For welded Q690 steel H- sections and box-sections, equations to evaluate the corresponding residual stress reduction factor at elevated temperatures and after high temperature exposure were proposed based on the results of finite element analysis.
Graphic abstract Welding induced residual stresses in steel sections can be reduced by high temperatures in fire conditions and thus affect the load bearing capacity and stiffness of structural steel members. This paper presents effect of high temperature exposure on residual stresses relief in welded high-strength Q690 steel sections by experimental and numerical studies. The distribution and magnitude of the residual stresses in three Q690 steel H-shape sections and three Q690 steel box-shape sections after exposure to 600 °C and 800 °C were investigated by sectioning method. In the numerical studies, finite element analysis software ANSYS was employed to simulate residual stress generation and relief in the entire welding and high temperature exposure stages, including the heating and cooling phases. The predicted results of the residual stresses after an exposure to high temperature obtained by the finite element analysis agree well with the test results. Parametric studies were conducted to investigate the influence of exposed temperature, high temperature duration, and creep strain in steel on residual stresses after being exposed to high temperature. For welded Q690 steel H- and box-shape sections, equations to evaluate the corresponding residual stress reduction factor at elevated temperatures and after high temperature exposure were proposed based on the results of finite element analysis. Display Omitted
Highlights Residual stresses in welded high strength Q960 steel sections after fire exposure were measured by sectioning method. Residual stresses relief in welded sections in fire and after fire exposure were simulated by finite element modeling. Parametric studies were conducted to investigate key factors on residual stresses relief after fire exposure. Reduction factors of residual stresses at and after an exposure to high temperature were proposed.
Effect of fire exposure on residual stresses relief in welded high strength Q690 steel sections
Abstract Welding induced residual stresses in steel sections can be reduced by high temperatures in fire conditions and thus affect the load bearing capacity and stiffness of structural steel members. This paper presents effect of high temperature exposure on residual stresses relief in welded high-strength Q690 steel sections by experimental and numerical studies. The distribution and magnitude of the residual stresses in three Q690 steel H-sections and three Q690 steel box-sections after exposure to 600 °C and 800 °C were investigated by cutting method. In the numerical studies, finite element analysis software ANSYS was employed to simulate residual stress generation and relief in the entire welding and high temperature exposure stages, including the heating and cooling phases. The predicted results of the residual stresses after an exposure to high temperature obtained by the finite element analysis agree well with the test results. Parametric studies were conducted to investigate the influence of exposed temperature, high temperature duration, and creep strain in steel on residual stresses after being exposed to high temperature. For welded Q690 steel H- sections and box-sections, equations to evaluate the corresponding residual stress reduction factor at elevated temperatures and after high temperature exposure were proposed based on the results of finite element analysis.
Graphic abstract Welding induced residual stresses in steel sections can be reduced by high temperatures in fire conditions and thus affect the load bearing capacity and stiffness of structural steel members. This paper presents effect of high temperature exposure on residual stresses relief in welded high-strength Q690 steel sections by experimental and numerical studies. The distribution and magnitude of the residual stresses in three Q690 steel H-shape sections and three Q690 steel box-shape sections after exposure to 600 °C and 800 °C were investigated by sectioning method. In the numerical studies, finite element analysis software ANSYS was employed to simulate residual stress generation and relief in the entire welding and high temperature exposure stages, including the heating and cooling phases. The predicted results of the residual stresses after an exposure to high temperature obtained by the finite element analysis agree well with the test results. Parametric studies were conducted to investigate the influence of exposed temperature, high temperature duration, and creep strain in steel on residual stresses after being exposed to high temperature. For welded Q690 steel H- and box-shape sections, equations to evaluate the corresponding residual stress reduction factor at elevated temperatures and after high temperature exposure were proposed based on the results of finite element analysis. Display Omitted
Highlights Residual stresses in welded high strength Q960 steel sections after fire exposure were measured by sectioning method. Residual stresses relief in welded sections in fire and after fire exposure were simulated by finite element modeling. Parametric studies were conducted to investigate key factors on residual stresses relief after fire exposure. Reduction factors of residual stresses at and after an exposure to high temperature were proposed.
Effect of fire exposure on residual stresses relief in welded high strength Q690 steel sections
Yang, Ziyue (author) / Wang, Weiyong (author) / Zhang, Juan (author) / Xu, Lei (author)
2020-11-12
Article (Journal)
Electronic Resource
English
Residual stress tests of welded Q690 high-strength steel box- and H-sections
Online Contents | 2015
|Residual stress tests of welded Q690 high-strength steel box- and H-sections
British Library Online Contents | 2015
|