English | 繁體

Search in the results

UM

Browse/Search Results:  1-10 of 27 Help

Selected(0)Clear Items/Page:    Sort:
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  
Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance Journal article
Wu, Shengshen, Lok, Thomas, Xu, Youwei, Wang, Weigang, Wu, Bisheng. Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance[J]. Acta Geotechnica, 2021, 16(11), 3425-3438.
Authors:  Wu, Shengshen;  Lok, Thomas;  Xu, Youwei;  Wang, Weigang;  Wu, Bisheng
Favorite | TC[WOS]:8 TC[Scopus]:7  IF:5.6/6.0 | Submit date：2021/12/08
Excess Pore Pressure  Overconsolidation Ratio  Sample Variance  Shear Strength  Shearing Rate  
Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology Journal article
Chen, Wei Bin, Zhou, Wan Huan, Sadowski, Łukasz, Yin, Zhen Yu. Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology[J]. Computers and Geotechnics, 2021, 135, 104141.
Authors:  Chen, Wei Bin;  Zhou, Wan Huan;  Sadowski, Łukasz;  Yin, Zhen Yu
Favorite | TC[WOS]:15 TC[Scopus]:18  IF:5.3/5.7 | Submit date：2021/12/08
Metaheuristic Model  Morphology  Random Surface  Shear Strength  Soil-structure Interface  
Effect of steel and concrete thickness on shear strength of square concrete filled double skin tubular beams Journal article
Ullah, Najeeb, Usman, Muhammad, Farooq, Syed H., Ashraf, Wahab, Hanif, Asad. Effect of steel and concrete thickness on shear strength of square concrete filled double skin tubular beams[J]. Case Studies in Construction Materials, 2021, 14, e00478.
Authors:  Ullah, Najeeb;  Usman, Muhammad;  Farooq, Syed H.;  Ashraf, Wahab;  Hanif, Asad
Favorite | TC[WOS]:5 TC[Scopus]:6  IF:6.5/6.4 | Submit date：2021/12/08
Concrete Filled Double Skin Tubular Members  Sandwiched Concrete  Shear Strength  Steel Thickness  
Influence of mineral dissolution on the mechanical behaviour of a granular assembly under complex stress states Journal article
C. Chen, L. M. Zhang, P. Shen. Influence of mineral dissolution on the mechanical behaviour of a granular assembly under complex stress states[J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 136.
Authors:  C. Chen;  L. M. Zhang;  P. Shen
Favorite | TC[WOS]:11 TC[Scopus]:12  IF:7.0/7.7 | Submit date：2021/11/30
Critical State  Particle Removal  Salt Dissolution  Shear Strength  Stress State  Stress-strain Behaviour  
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  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Binhui Jiang, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Binhui Jiang;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2022/08/06
Shear Lag  Net Section Resistance  High Strength Steel  Experiment  Finite Element Model  Design Method  
Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions Journal article
Wu,Shengshen, Lok,Thomas, Xu,Youwei, Wang,Dong. Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions[J]. Acta Geotechnica, 2019, 15(6), 1501-1512.
Authors:  Wu,Shengshen;  Lok,Thomas;  Xu,Youwei;  Wang,Dong
Favorite | TC[WOS]:10 TC[Scopus]:10  IF:5.6/6.0 | Submit date：2021/03/11
K0-consolidated  Over-consolidation Ratios  Shear Strength  Strain Rate  Triaxial