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INSTITUTE OF APP... [1]
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QUACH WAI MENG [1]
LI ZONGJIN [1]
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Behavior of high-performance concrete under multiaxial tensile-compressive loading
Journal article
Zhou,Jiajia, Pan,Jinlong, Ma,Hongyan, Zhao,Jun, Li,Zongjin. Behavior of high-performance concrete under multiaxial tensile-compressive loading[J]. Construction and Building Materials, 2020, 260, 119887.
Authors:
Zhou,Jiajia
;
Pan,Jinlong
;
Ma,Hongyan
;
Zhao,Jun
;
Li,Zongjin
Favorite
|
TC[WOS]:
6
TC[Scopus]:
6
IF:
7.4
/
8.0
|
Submit date:2021/03/09
Failure Criterion
Failure Mode
High-performance Concrete
Stress–strain Curve
Triaxial Tensile-compressive-compressive (T–c–c) Loading
A Study on Performances of Screw Connection for Cold-formed Steel Structures
Conference paper
Lau, Hieng Ho, Ting, T., Quach, W., Tie, D., Fairuz, S., Ahmadi, A.. A Study on Performances of Screw Connection for Cold-formed Steel Structures[C], 2016.
Authors:
Lau, Hieng Ho
;
Ting, T.
;
Quach, W.
;
Tie, D.
;
Fairuz, S.
; et al.
Favorite
|
TC[WOS]:
0
|
Submit date:2019/07/24
Screw Connection
Spacing
Arrangement
Failure Mode
Group-effect
Experimental study on mechanical behaviors of pseudo-ductile cementitious composites and normal concrete under biaxial compression
Conference paper
Zhou J.J., Pan J.L., Leung C.K.Y., Li Z.J.. Experimental study on mechanical behaviors of pseudo-ductile cementitious composites and normal concrete under biaxial compression[C], 2013, 1027-1036.
Authors:
Zhou J.J.
;
Pan J.L.
;
Leung C.K.Y.
;
Li Z.J.
Favorite
|
|
Submit date:2019/04/08
Biaxial Strength
Concrete
Failure mode
PDCC
Stress-strain Curve
Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression
Journal article
Zhou J., Pan J., Leung C.K.Y., Li Z.. Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression[J]. Science China Technological Sciences, 2013, 56(4), 963-969.
Authors:
Zhou J.
;
Pan J.
;
Leung C.K.Y.
;
Li Z.
Favorite
|
TC[WOS]:
9
TC[Scopus]:
14
|
Submit date:2019/04/08
Biaxial Strength
Failure Criterion
Failure Mode
Pdcc
Stress-strain Curve