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Design strength of cold-formed steel elliptical tubular stub columns with steel grades up to 960MPa Conference paper
Ye Yao, Wai-Meng QUACH, Ben Young. Design strength of cold-formed steel elliptical tubular stub columns with steel grades up to 960MPa[C], 2024, 11-20.
Authors:  Ye Yao;  Wai-Meng QUACH;  Ben Young
Favorite |  | Submit date：2024/08/18
Local Buckling  Design Method  Cold-formed  Elliptical Hollow Sections  Cross-section Capacity  
Strength enhancement and cross-section behavior of cold-formed steel elliptical hollow sections with steel grades up to 960MPa Conference paper
Ye Yao, Wai-Meng QUACH, Ben Young. Strength enhancement and cross-section behavior of cold-formed steel elliptical hollow sections with steel grades up to 960MPa[C], 2023, 420-435.
Authors:  Ye Yao;  Wai-Meng QUACH;  Ben Young
Favorite |  | Submit date：2024/08/18
Local Buckling  Design Method  Cold-formed  Elliptical Hollow Sections  Cross-section Capacity  
Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns Journal article
Yao, Ye, Quach, Wai-Meng, Young, Ben. Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns[J]. THIN-WALLED STRUCTURES, 2022, 181, 110037.
Authors:  Yao, Ye;  Quach, Wai-Meng;  Young, Ben
Favorite | TC[WOS]:7 TC[Scopus]:8  IF:5.7/5.6 | Submit date：2022/08/29
Cold-formed Steel  Elliptical Hollow Sections  Local Buckling  Post-local Buckling  Stress–strain Model  Stub Column  
Coupon tests and residual strain measurements of cold-formed and hot-finished elliptical hollow sections Conference paper
Quach, WM, Young, B. Coupon tests and residual strain measurements of cold-formed and hot-finished elliptical hollow sections[C], Lisbon:IST, 2015, 1-12.
Authors:  Quach, WM;  Young, B
Favorite |  | Submit date：2019/07/24
Cold-formed Steel  Elliptical Sections  Hollow Sections  Hot-finished Steel  Residual Stresses  Tensile Coupon Tests  
Material Properties of Cold-formed and Hot-finished Elliptical Hollow Sections Journal article
Quach, W. M., Young, B.. Material Properties of Cold-formed and Hot-finished Elliptical Hollow Sections[J]. Advances in Structural Engineering, 2015, 1101-1114.
Authors:  Quach, W. M.;  Young, B.
Favorite |   IF:2.1/2.4 | Submit date：2022/08/25
Cold-formed steel  Elliptical sections  Hollow sections  Hot-finished steel  Material properties  Residual stresses  Tensile coupon tests  Tubular sections  
Material properties of cold-formed and hot-finished elliptical hollow sections Journal article
Quach W.-M., Young B.. Material properties of cold-formed and hot-finished elliptical hollow sections[J]. Advances in Structural Engineering, 2015, 18(7), 1101-1114.
Authors:  Quach W.-M.;  Young B.
Favorite | TC[WOS]:21 TC[Scopus]:24 | Submit date：2019/02/14
Cold-formed Steel  Elliptical Sections  Hollow Sections  Hot-finished Steel  Material Properties  Residual Stresses  Tensile Coupon Tests  Tubular Sections  
Residual stresses in press-braked stainless steel sections - II: Press-braking operations Journal article
Quach, W. M., Teng, J. G. , CHUNG, K. F. . Residual stresses in press-braked stainless steel sections - II: Press-braking operations[J]. Journal of constructional Steel Research, 2009, 1816-1826.
Authors:  Quach, W. M.;  Teng, J. G. ;  CHUNG, K. F.
Favorite |   IF:4.0/4.2 | Submit date：2022/08/25
Residual stresses  Cold-formed sections  Stainless steel  Material anisotropy  Cold bending  Press-braking  Finite element simulation  
Residual stresses in press-braked stainless steel sections, II: Press-braking operations Journal article
Quach W.M., Teng J.G., Chung K.F.. Residual stresses in press-braked stainless steel sections, II: Press-braking operations[J]. Journal of Constructional Steel Research, 2009, 65(2018-08-09), 1816.
Authors:  Quach W.M.;  Teng J.G.;  Chung K.F.
Favorite | TC[WOS]:36 TC[Scopus]:43 | Submit date：2018/10/30
Cold Bending  Cold-formed Sections  Finite Element Simulation  Material Anisotropy  Press-braking  Residual Stresses  Stainless Steel  
Residual stresses in steel sheets due to coiling and uncoiling: a closed-form analytical solution, Journal article
Quach, W. M., Teng, J. G. , CHUNG , K. F.. Residual stresses in steel sheets due to coiling and uncoiling: a closed-form analytical solution,[J]. Engineering Structures, 2004, 1249-1259.
Authors:  Quach, W. M.;  Teng, J. G. ;  CHUNG , K. F.
Favorite |   IF:5.6/5.8 | Submit date：2022/08/25
Residual stresses  Cold-formed sections  Plastic bending  Coiling  Uncoiling  Flattening  Finite element simulation  
Residual stresses in steel sheets due to coiling and uncoiling: A closed-form analytical solution Journal article
Quach W.M., Teng J.G., Chung K.F.. Residual stresses in steel sheets due to coiling and uncoiling: A closed-form analytical solution[J]. Engineering Structures, 2004, 26(9), 1249-1259.
Authors:  Quach W.M.;  Teng J.G.;  Chung K.F.
Favorite | TC[WOS]:66 TC[Scopus]:81 | Submit date：2018/10/30
Coiling  Cold-formed Sections  Finite Element Simulation  Flattening  Plastic Bending  Residual Stresses  Uncoiling