Y. B. Shao
- Stress concentration factors of CFRP-reinforced tubular K-joints via Zero Point Structural Stress Approach. In: Marine Structures, v. 84 (July 2022). (2022):
- Assessment of surface crack growth of composite girders with concrete-filled tubular flanges and corrugated webs through substructure-based numerical modelling. In: Engineering Structures, v. 252 (February 2022). (2022):
- Study on fire resistance of circular hollow section (CHS) T-joint stiffened with internal rings. In: Thin-Walled Structures, v. 92 (July 2015). (2015):
- Experimental study on shear behavior of I-girder with concrete-filled tubular flange and corrugated web. In: Steel and Composite Structures, v. 22, n. 6 (December 2016). (2016):
- Hysteretic behaviour of circular tubular T-joints with local chord reinforcement. In: Steel and Composite Structures, v. 21, n. 5 ( 2016). (2016):
- Residual static strength of cracked concrete-filled circular steel tubular (CFCST) T-joint. In: Steel and Composite Structures, v. 18, n. 4 (April 2015). (2015):
- Mesh modelling and analysis of cracked uni-planar tubular K-joints. In: Journal of Constructional Steel Research, v. 61, n. 2 (February 2005). (2005):
- Stress and strain concentration factors of completely overlapped tubular joints under lap brace IPB load. In: Journal of Constructional Steel Research, v. 63, n. 3 (March 2007). (2007):
- Fatigue and fracture strength of a multi-planar circular hollow section TT-joint. In: Journal of Constructional Steel Research, v. 129 (February 2017). (2017):
- Stress Intensity Factor Solutions for Semi-Elliptical Weld-Toe Cracks in Tubular K-Joints. In: Advances in Structural Engineering, v. 9, n. 1 (February 2006). (2006):
- Parametric Equation of Stress Intensity Factor for Tubular K-joints under In-plane Bending Load. In: International Journal of Space Structures, v. 20, n. 2 (June 2005). (2005):
- Plastic collapse load prediction of cracked circular hollow section gap K-joints under in-plane bending. In: Marine Structures, v. 50 (November 2016). (2016):