×
验证码:
换一张
Forgotten Password?
Stay signed in
Login With UMPASS
English
|
繁體
Login With UMPASS
Log In
ALL
ORCID
TI
AU
PY
SU
KW
TY
JN
DA
IN
PB
FP
ST
SM
Study Hall
Image search
Paste the image URL
Home
Faculties & Institutes
Scholars
Publications
Subjects
Statistics
News
Search in the results
Faculties & Institutes
Faculty of Scien... [8]
Authors
QUACH WAI MENG [8]
Document Type
Conference paper [5]
Journal article [5]
Date Issued
2024 [1]
2023 [1]
2022 [1]
2020 [2]
2018 [2]
2015 [3]
More...
Language
英語English [10]
Source Publication
Advances in Stru... [2]
Proceedings of t... [2]
Thin-Walled Stru... [2]
Proceedings of t... [1]
Proceedings of t... [1]
Proceedings of t... [1]
More...
Indexed By
SCIE [4]
EI [3]
Funding Organization
Funding Project
×
Knowledge Map
UM
Start a Submission
Submissions
Unclaimed
Claimed
Attach Fulltext
Bookmarks
Browse/Search Results:
1-10 of 10
Help
Selected(
0
)
Clear
Items/Page:
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Sort:
Select
Issue Date Ascending
Issue Date Descending
Journal Impact Factor Ascending
Journal Impact Factor Descending
WOS Cited Times Ascending
WOS Cited Times Descending
Submit date Ascending
Submit date Descending
Title Ascending
Title Descending
Author Ascending
Author Descending
Design strength of cold-formed steel elliptical tubular stub columns with steel grades up to 960MPa
Conference paper
Ye Yao, Wai-Meng QUACH, Ben Young. Design strength of cold-formed steel elliptical tubular stub columns with steel grades up to 960MPa[C], 2024, 11-20.
Authors:
Ye Yao
;
Wai-Meng QUACH
;
Ben Young
Favorite
|
|
Submit date:2024/08/18
Local Buckling
Design Method
Cold-formed
Elliptical Hollow Sections
Cross-section Capacity
Strength enhancement and cross-section behavior of cold-formed steel elliptical hollow sections with steel grades up to 960MPa
Conference paper
Ye Yao, Wai-Meng QUACH, Ben Young. Strength enhancement and cross-section behavior of cold-formed steel elliptical hollow sections with steel grades up to 960MPa[C], 2023, 420-435.
Authors:
Ye Yao
;
Wai-Meng QUACH
;
Ben Young
Favorite
|
|
Submit date:2024/08/18
Local Buckling
Design Method
Cold-formed
Elliptical Hollow Sections
Cross-section Capacity
Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns
Journal article
Yao, Ye, Quach, Wai-Meng, Young, Ben. Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns[J]. THIN-WALLED STRUCTURES, 2022, 181, 110037.
Authors:
Yao, Ye
;
Quach, Wai-Meng
;
Young, Ben
Favorite
|
TC[WOS]:
7
TC[Scopus]:
8
IF:
5.7
/
5.6
|
Submit date:2022/08/29
Cold-formed Steel
Elliptical Hollow Sections
Local Buckling
Post-local Buckling
Stress–strain Model
Stub Column
Simplified models for residual stresses and equivalent plastic strains in cold-formed steel elliptical hollow sections
Journal article
Yao,Ye, Quach,Wai Meng, Young,Ben. Simplified models for residual stresses and equivalent plastic strains in cold-formed steel elliptical hollow sections[J]. Thin-Walled Structures, 2020, 154, 106835.
Authors:
Yao,Ye
;
Quach,Wai Meng
;
Young,Ben
Favorite
|
TC[WOS]:
13
TC[Scopus]:
15
IF:
5.7
/
5.6
|
Submit date:2021/03/11
Cold Work
Elliptical Hollow Sections
Finite Element Simulation
Plastic Strains
Residual Stresses
Simplified Models
Simplifed models for residual stresses and equivalent plastic strains in cold-formed steel elliptical hollow sections
Journal article
YAO, Y., Quach, W. M., Young, B.. Simplifed models for residual stresses and equivalent plastic strains in cold-formed steel elliptical hollow sections[J]. Thin-Walled Structures, 2020, 154, 106835.
Authors:
YAO, Y.
;
Quach, W. M.
;
Young, B.
Favorite
|
TC[WOS]:
13
TC[Scopus]:
15
IF:
5.7
/
5.6
|
Submit date:2022/08/25
Residual Stresses
Plastic Strains
Simplified Model
Cold Work
Elliptical Hollow Sections
Finite Element Simulation
Simplified residual stress model for cold-formed steel elliptical hollow sections
Conference paper
Yao, Y, Quach, WM, Young, B. Simplified residual stress model for cold-formed steel elliptical hollow sections[C], Lisbon:IST, 2018.
Authors:
Yao, Y
;
Quach, WM
;
Young, B
Favorite
|
|
Submit date:2019/06/26
Residual Stresses
Simplified Model
Cold Work
Elliptical Hollow Sections
Finite Element Simulation
Numerical simulation for the behavior of cold-formed steel elliptical hollow section stub columns
Conference paper
YAO, Y., Quach, W. M., Young, B.. Numerical simulation for the behavior of cold-formed steel elliptical hollow section stub columns[C], Lisbon, Portugal:IST, 2018.
Authors:
YAO, Y.
;
Quach, W. M.
;
Young, B.
Favorite
|
|
Submit date:2022/08/25
Residual Stresses
Strength Enhancement
Elliptical Hollow Sections
Local Buckling
Finite Element Simulation
Coupon tests and residual strain measurements of cold-formed and hot-finished elliptical hollow sections
Conference paper
Quach, WM, Young, B. Coupon tests and residual strain measurements of cold-formed and hot-finished elliptical hollow sections[C], Lisbon:IST, 2015, 1-12.
Authors:
Quach, WM
;
Young, B
Favorite
|
|
Submit date:2019/07/24
Cold-formed Steel
Elliptical Sections
Hollow Sections
Hot-finished Steel
Residual Stresses
Tensile Coupon Tests
Material Properties of Cold-formed and Hot-finished Elliptical Hollow Sections
Journal article
Quach, W. M., Young, B.. Material Properties of Cold-formed and Hot-finished Elliptical Hollow Sections[J]. Advances in Structural Engineering, 2015, 1101-1114.
Authors:
Quach, W. M.
;
Young, B.
Favorite
|
IF:
2.1
/
2.4
|
Submit date:2022/08/25
Cold-formed steel
Elliptical sections
Hollow sections
Hot-finished steel
Material properties
Residual stresses
Tensile coupon tests
Tubular sections
Material properties of cold-formed and hot-finished elliptical hollow sections
Journal article
Quach W.-M., Young B.. Material properties of cold-formed and hot-finished elliptical hollow sections[J]. Advances in Structural Engineering, 2015, 18(7), 1101-1114.
Authors:
Quach W.-M.
;
Young B.
Favorite
|
TC[WOS]:
21
TC[Scopus]:
24
|
Submit date:2019/02/14
Cold-formed Steel
Elliptical Sections
Hollow Sections
Hot-finished Steel
Material Properties
Residual Stresses
Tensile Coupon Tests
Tubular Sections