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Block shear performance of double-line bolted S690 steel angles under uniaxial tension Journal article
Thin-Walled Structures, 2022,Volume: 171
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael C.H.;  Lam, Angus C.C.;  Wang, Junjie;  Jiang, Binghui
Favorite |  | TC[WOS]:1 TC[Scopus]:1 | 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
Thin-Walled Structures, 2021,Page: 107284-107284
Authors:  Lin, X;  Yam, Y;  Chung, K;  Lam, C. C.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | 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
Thin-Walled Structures, 2021,Volume: 159
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite |  | TC[WOS]:6 TC[Scopus]:8 | Submit date:2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  Reliability Analysis  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Volume: 170
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:5 TC[Scopus]:6 | Submit date:2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Page: 106068-106068
Authors:  Jiang, B.;  Yam, C. H.;  Ke, K.;  Lam, C. C.;  Zhao, Q. Y.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
High-strength steel  Block shear  Test  Finite-element model  Design method  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Thin-Walled Structures, 2020,Page: 106722-106722
Authors:  Yam, CH;  Ke, KK;  Jiang, B;  Lam, C. C.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
shear lag  net section resistance  high strength steel  experiment  finite element model  design method  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Thin-Walled Structures, 2020,Volume: 151
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite |  | TC[WOS]:9 TC[Scopus]:9 | Submit date:2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag  
Net Section Capacity of High Strength Steel Bolted Connections with or without Staggered Bolts Conference paper
10th International Symposium on Steel Structures
Authors:  Lin, XM;  Yam, MCH;  Chung, KF;  Lam, C. C.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Net Section Resistance  Bolted Connections  High Strength Steel  Staggered Bolt  
Investigation of buckling behavior of slender web steel beam strengthened with composite materials Conference paper
The 10th International Symposium on Steel Structures
Authors:  Lam, C. C.;  Yam, MCH;  Fang, C
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
FEM  Coped steel beam  Stiffeners  Composite patching  Local web buckling  
Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
Journal of Constructional Steel Research, 2018,Page: 300-314
Authors:  Ke, K;  Xiong, Y.H.;  Yam, C.H.;  Lam, C. C.;  Chung, K.F.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/08/06
Shear lag  High strength steel  Tension angle  Experiment  Design method