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Corrigendum to “Block shear performance of double-line bolted S690 steel angles under uniaxial tension” [Thin-Walled Structures, 2022 (171) 108668] (Thin-Walled Structures (2022) 171, (S0263823121007059), (10.1016/j.tws.2021.108668)) Other
2024-06-01
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael CH;  Lam, Angus CC;  Wang, Junjie; et al.
Favorite | TC[WOS]:0 TC[Scopus]:0 | Submit date：2024/05/16
A numerically stable flexural dynamics model of complex multi-span fluid-conveying pipes with flexible components and its application to clamp stiffness identification Journal article
Wang, Ze Chao, Gao, Pei Xin, Zhou, Zu De, Tijsseling, Arris S., Qu, Yong Zhi, Yan, Wang Ji, Yuen, Ka Veng, Cheng, Shing Shin. A numerically stable flexural dynamics model of complex multi-span fluid-conveying pipes with flexible components and its application to clamp stiffness identification[J]. Thin-Walled Structures, 2024, 195, 111488.
Authors:  Wang, Ze Chao;  Gao, Pei Xin;  Zhou, Zu De;  Tijsseling, Arris S.;  Qu, Yong Zhi; et al.
Favorite | TC[WOS]:4 TC[Scopus]:4  IF:5.7/5.6 | Submit date：2024/02/22
Clamp Stiffness Identification  Flexible Component  Improved Transfer Matrix Method  Multi-span Fluid-conveying Pipe  Numerically Stable Dynamics Model  
Cold-formed stainless steel elliptical hollow sections under combined biaxial bending and axial compression - Numerical modeling and design Journal article
Yao, Ye, Quach, Wai Meng, Young, Ben. Cold-formed stainless steel elliptical hollow sections under combined biaxial bending and axial compression - Numerical modeling and design[J]. Thin-Walled Structures, 2023, 193, 111229.
Authors:  Yao, Ye;  Quach, Wai Meng;  Young, Ben
Favorite | TC[WOS]:3 TC[Scopus]:3  IF:5.7/5.6 | Submit date：2024/01/02
Cold-forming  Combined Compression And Biaxial Bending  Finite Element  Stainless Steel Ehs  Structural Design  
Strength enhancement and stub-column behavior of cold-formed stainless steel elliptical hollow sections Journal article
Yao,Ye, Quach,Wai Meng, Young,Ben. Strength enhancement and stub-column behavior of cold-formed stainless steel elliptical hollow sections[J]. Thin-Walled Structures, 2023, 189, 110939.
Authors:  Yao,Ye;  Quach,Wai Meng;  Young,Ben
Favorite | TC[WOS]:4 TC[Scopus]:4  IF:5.7/5.6 | Submit date：2023/08/03
Cold-forming  Elliptical Hollow Section  Numerical Modeling  Stainless Steel  Strength Enhancement  Stub Column Behavior  
Cold-formed steel elliptical hollow section stub columns under combined compression and biaxial bending Journal article
Ye Yao, Zhengyi Kong, Wai-Meng Quach, Ben Young. Cold-formed steel elliptical hollow section stub columns under combined compression and biaxial bending[J]. THIN-WALLED STRUCTURES, 2023, 184, 110531.
Authors:  Ye Yao;  Zhengyi Kong;  Wai-Meng Quach;  Ben Young
Favorite | TC[WOS]:7 TC[Scopus]:7  IF:5.7/5.6 | Submit date：2023/04/03
Combined Compression And Biaxial Bending  Cold Forming  Cross-section Classification  Cross-section Resistance  Elliptical Hollow Section  Finite Element  
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  
Neutron diffraction residual stress analysis and mechanical properties of additively manufactured high strength steel hollow sections Journal article
Yan, Ju Jie, Li, Jian, Yang, Zhao Long, Gu, Rui Nan, Yan, Ming, Quach, Wai Meng. Neutron diffraction residual stress analysis and mechanical properties of additively manufactured high strength steel hollow sections[J]. THIN-WALLED STRUCTURES, 2022, 179, 109729.
Authors:  Yan, Ju Jie;  Li, Jian;  Yang, Zhao Long;  Gu, Rui Nan;  Yan, Ming; et al.
Favorite | TC[WOS]:3 TC[Scopus]:5  IF:5.7/5.6 | Submit date：2022/08/02
Hardness  High Strength Steel  Hollow Sections  Mechanical Properties  Residual Stresses  Selective Laser Melting  
Block shear performance of double-line bolted S690 steel angles under uniaxial tension Journal article
Ke, Ke, Zhang, Mingyuan, Yam, Michael C.H., Lam, Angus C.C., Wang, Junjie, Jiang, Binghui. Block shear performance of double-line bolted S690 steel angles under uniaxial tension[J]. Thin-Walled Structures, 2021, 171, 108668.
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael C.H.;  Lam, Angus C.C.;  Wang, Junjie; et al.
Favorite | TC[WOS]:27 TC[Scopus]:29  IF:5.7/5.6 | Submit date：2022/03/04
Block Shear  Bolted Connection  Connection Capacity  High-strength Steel  Numerical Simulation  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin, Xue-Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin, Xue-Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2022/08/06
High Strength Steel  Net Section Resistance  Bolted Connections  Experimental Investigation  Finite Element Analysis  Reliability Analysis  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin,Xue Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  Reliability Analysis