English | 繁體

Search in the results

UM

Browse/Search Results:  1-10 of 20 Help

Selected(0)Clear Items/Page:    Sort:
Numerical Study on Residual Stresses and Plastic Strains in Cold-Formed High-Strength Steel Circular Hollow Sections Journal article
Yao, Ye, Quach, Wai Meng. Numerical Study on Residual Stresses and Plastic Strains in Cold-Formed High-Strength Steel Circular Hollow Sections[J]. Materials, 2023, 16(18), 6337.
Authors:  Yao, Ye;  Quach, Wai Meng
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:3.1/3.4 | Submit date：2024/01/10
Circular Hollow Section  Cold Work  Finite Element Modeling  High-strength Steel  Residual Stresses  
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：2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  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：2022/08/06
High Strength Steel  Net Section Resistance  Bolted Connections  Experimental Investigation  Finite Element Analysis  Reliability Analysis  
High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure Journal article
Ke,Ke, Yam,Michael C.H., Zhang,Huanyang, Lam,Angus C.C., Zhou,Xuhong. High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure[J]. Smart Materials and Structures, 2020, 29(12), 125020.
Authors:  Ke,Ke;  Yam,Michael C.H.;  Zhang,Huanyang;  Lam,Angus C.C.;  Zhou,Xuhong
Favorite | TC[WOS]:52 TC[Scopus]:45  IF:3.7/3.8 | Submit date：2021/03/11
Energy Dissipation Bay  High Strength Steel  Nonlinear Static Procedure  Self-centring  Shape Memory Alloy  
High-strength steel frames with SMA connections in self-centring energy-dissipation bays: insights and a multimodal nonlinear static procedure Journal article
Ke, K, Yam, M, Zhang, H, Lam, C. C., Zhou, X. High-strength steel frames with SMA connections in self-centring energy-dissipation bays: insights and a multimodal nonlinear static procedure[J]. Smart Materials and Structures, 2020, 29(12), 125020.
Authors:  Ke, K;  Yam, M;  Zhang, H;  Lam, C. C.;  Zhou, X
Favorite | TC[WOS]:52 TC[Scopus]:45  IF:3.7/3.8 | Submit date：2022/08/06
High Strength Steel  Energy Dissipation Bay  Self-centring  Shape Memory Alloy  Nonlinear Static Procedure  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang, B., Yam, C. H., Ke, K., Lam, C. C., Zhao, Q. Y.. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 106068-106068.
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2022/08/06
High-strength Steel  Block Shear  Test  Finite-element Model  Design Method  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang,Binhui, Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 170.
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Jiang,Binhui, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 151, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag