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Determining the fracture forming limits in sheet metal forming: A technical note Journal article
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 2017,Volume: 52,Issue: 8,Page: 467-471
Authors:  Valentino AM Cristino1;  Maria Beatriz Silva;  Pak Kin Wong;  Paulo AF Martins
Favorite  |  View/Download:14/0  |  Submit date:2018/10/30
Experimental Method  Sheet Metal Forming  Fracture Forming Limits  Gauge Length Strains  
Fracture analysis of the long-deep semielliptical internal circumferential cracks grow from surface to fully through-wall crack in tubular members Journal article
International Journal of Damage Mechanics, 2015,Volume: 24,Issue: 8,Page: 1155-1179
Authors:  Yang Y.;  Kou K.P.;  Lam C.C.
Favorite  |  View/Download:5/0  |  Submit date:2019/02/13
Finite Element Method  Fracture Analysis  Fully Through-wall Crack  Internal Circumferential Semielliptical Surface Crack  Partly Through-wall Crack  Stress Intensity Factor  
Molecular dynamics study on the mode I fracture of calcium silicate hydrate under tensile loading Journal article
Engineering Fracture Mechanics, 2014,Volume: 131,Page: 557-569
Authors:  Hou D.;  Zhao T.;  Wang P.;  Li Z.;  Zhang J.
Favorite  |  View/Download:2/0  |  Submit date:2019/04/08
Calcium silicate hydrate (C-S-H)  Crack evolution  DSD  SCF  Uniaxial tension test  
Numerical study of block shear strength of coped beams bolted with angles/tee-section Conference paper
From Materials to Structures: Advancement through Innovation, Sydney, Australia, December, 11-14
Authors:  Seak K.S.;  Lam A.C.C.;  Yam M.C.H.
Favorite  |  View/Download:3/0  |  Submit date:2019/02/14
Block shear strength of coped beams with single-sided bolted connection Journal article
Journal of Constructional Steel Research, 2013,Volume: 86,Page: 153-166
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.;  Seak K.S.
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Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity  
Block shear strength of coped beams with connection eccentricity Conference paper
Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), MALAYSIA, JUL 13-15, 2011
Authors:  M. C. H. Yam;  A. C. C. Lam;  K. S. Seak
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The shear lag effects on welded steel single angle tension members Journal article
Journal of Constructional Steel Research, 2009,Volume: 65,Issue: 5,Page: 1171-1186
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite  |  View/Download:7/0  |  Submit date:2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections  
An investigation of the block shear strength of coped beams with a welded clip angle connection - Part I: Experimental study Journal article
Journal of Constructional Steel Research, 2007,Volume: 63,Issue: 1,Page: 96-115
Authors:  Michael C.H. Yam;  Y.C. Zhong;  Angus C.C. Lam;  V.P. Iu
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Block Shear Tests  Coped Beams  Local Web Buckling  Tension Fracture  Welded Clip Angles  
Stress intensity factors for a wide range of long-deep semi-elliptical surface cracks, partly through-wall cracks and fully through-wall cracks in tubular members Journal article
Engineering Fracture Mechanics, 2006,Volume: 73,Issue: 12,Page: 1693
Authors:  Kou K.P.;  Burdekin F.M.
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Fully Through-wall Crack  Partly Through-wall Crack  Stress Intensity Factor  
Stress intensity factor of a wide range of semi-elliptical partly through-wall crack in a finite-thickness plate Conference paper
Proceedings of "Enhancement and Promotion of Computational Methods in Engineering and Science X", Sanya, China, August 21-23, 2006
Authors:  K. P. Kou
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Stress Intensity Factor  Linear Elastic Fracture Mechanic  Facture Mechanic  Engineer Fracture Mechanics