Studies on Axial Tensile Loading Capacity of CHS T-joints Reinforced with External Stiffening Rings
暂无分享,去创建一个
[1] J. Wardenier,et al. Deformation limit for the ultimate strength of hollow section joints , 2021, Tubular Structures VI.
[2] Yu Bai,et al. Strength of external-ring-stiffened tubular X-joints subjected to brace axial compressive loading , 2018, Thin-Walled Structures.
[3] Chanakya Arya,et al. Eurocode 3: Design of steel structures , 2018, Design of Structural Elements.
[4] Yu Bai,et al. CHS X-joints strengthened by external stiffeners under brace axial tension , 2018, Engineering Structures.
[5] Fidelis R Mashiri,et al. Fatigue behavior and design of welded tubular T-joints with CHS brace and concrete-filled chord , 2017 .
[6] H. Ahmadi,et al. Static capacity of tubular X-joints reinforced with collar plate subjected to brace compression , 2017 .
[7] Yu Bai,et al. Capacity of steel CHS X-joints strengthened with external stiffening rings in compression , 2017 .
[8] Yu Bai,et al. Capacity of steel CHS T-Joints strengthened with external stiffeners under axial compression , 2017 .
[9] Yu Bai,et al. Fiber-Reinforced Polymer Composite Members with Adhesive Bonded Sleeve Joints for Space Frame Structures , 2017 .
[10] Hamid Ahmadi,et al. Static strength of offshore tubular T/Y-joints reinforced with collar plate subjected to tensile brace loading , 2016 .
[11] Fu Jia Luo,et al. Member Capacity of Pultruded GFRP Tubular Profile with Bolted Sleeve Joints for Assembly of Latticed Structures , 2016 .
[12] Fu Jia Luo,et al. Dynamic and fatigue performances of a large-scale space frame assembled using pultruded GFRP composites , 2016 .
[13] Fei Xu,et al. Experimental investigation of SCF distribution for thin-walled concrete-filled CHS joints under axial tension loading , 2015 .
[14] Mahmood M. Shokrieh,et al. FRP wrapping for the rehabilitation of Circular Hollow Section (CHS) tubular steel connections , 2015 .
[15] Ju Chen,et al. Experimental Investigation and Design of Concrete-Filled Steel Tubular CHS Connections , 2015 .
[16] Yan Zhao,et al. Numerical analysis of the axial strength of CHS T-joints reinforced with external stiffeners , 2014 .
[17] A. Llewelyn-Parry,et al. Offshore Tubular T-Joints Reinforced with Internal Plain Annular Ring Stiffeners , 2004 .
[18] Jaap Wardenier,et al. The Static Strength Of Uniplanar Tubular Steel X-Joints Reinforced By A Can , 1992 .
[19] Yoshiaki Kurobane,et al. Ultimate Resistance of Unstiffened Tubular Joints , 1984 .
[20] Amr Shaat,et al. Strengthening CHS T-joints subjected to brace axial compression using through-bolts , 2017 .
[21] Shuo Han,et al. Experimental study of the axial compressive strength of CHS T-joints reinforced with external stiffening rings , 2016 .
[22] G. J. Vegte,et al. FURTHER RESEARCH ON CHORD LENGTH AND BOUNDARY CONDITIONS OF CHS T-AND X-JOINTS , 2010 .
[23] Yoo Sang Choo,et al. Static Strength of T-Joints Reinforced with Doubler or Collar Plates. I: Experimental Investigations , 2005 .
[24] Yoo Sang Choo,et al. STATIC STRENGTH OF T-JOINTS REINFORCED WITH DOUBLER OR COLLAR PLATES. II: NUMERICAL SIMULATIONS , 2005 .
[25] Jeffrey A. Packer,et al. Design guide for rectangular hollow section (RHS) joints under predominantly static loading , 1992 .
[26] A. K. Hellier,et al. Prediction of the stress distribution in tubular Y- and T-joints , 1990 .
[27] A. K. Hellier,et al. Stress concentration factors for tubular Y- and T-joints , 1990 .