Xianlei Cao
- Residual stress distribution model of high strength steel welded channel section. In: Structures, v. 60 (February 2024). (2024):
- Local buckling of high strength steel welded cruciform-section columns under axial compression. In: Structures, v. 56 (October 2023). (2023):
- Experimental and numerical study of residual stresses in 550 MPa high strength steel welded angle sections. In: Structures, v. 56 (October 2023). (2023):
- Residual stresses of 550 MPa high strength steel welded cruciform sections: Experimental and numerical study. In: Structures, v. 44 (October 2022). (2022):
- New equations for predicting initial stiffness and ultimate moment of flush end-plate connections. In: Journal of Constructional Steel Research, v. 175 (December 2020). (2020):
- Experimental study on the flexural behavior of flat steel-concrete composite beam. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 48, n. 9 (September 2021). (2021):
- Local buckling of 800 MPa high strength steel welded T-section columns under axial compression. In: Engineering Structures, v. 194 (September 2019). (2019):
- Residual stress of 800MPa high strength steel welded T section: Experimental study. In: Journal of Constructional Steel Research, v. 131 (April 2017). (2017):
- Experimental study on the residual stresses of 800 MPa high strength steel welded box sections. In: Journal of Constructional Steel Research, v. 148 (September 2018). (2018):