| Three-stage full-range stress-strain model for stainless steels WM Quach, JG Teng, KF Chung Journal of Structural Engineering 134 (9), 1518-1527, 2008 | 247 | 2008 |
| Residual stresses in steel sheets due to coiling and uncoiling: a closed-form analytical solution WM Quach, JG Teng, KF Chung Engineering structures 26 (9), 1249-1259, 2004 | 115 | 2004 |
| Compressive behavior of FRP-confined ultra-high performance concrete (UHPC) in circular columns JJ Liao, KY Yang, JJ Zeng, WM Quach, YY Ye, L Zhang Engineering Structures 249, 113246, 2021 | 104 | 2021 |
| Finite element predictions of residual stresses in press-braked thin-walled steel sections WM Quach, JG Teng, KF Chung Engineering structures 28 (11), 1609-1619, 2006 | 100 | 2006 |
| Design-oriented stress-strain model for FRP-confined ultra-high performance concrete (UHPC) JJ Liao, JJ Zeng, QM Gong, WM Quach, WY Gao, L Zhang Construction and building materials 318, 126200, 2022 | 74 | 2022 |
| Residual stresses in steel members: a review of available analytical expressions M Abambres, WM Quach International Journal of Structural Integrity 7 (1), 70-94, 2016 | 72 | 2016 |
| A comprehensive study of steel powders (316L, H13, P20 and 18Ni300) for their selective laser melting additive manufacturing J Yan, Y Zhou, R Gu, X Zhang, WM Quach, M Yan Metals 9 (1), 86, 2019 | 68 | 2019 |
| Residual stresses in press-braked stainless steel sections, I: Coiling and uncoiling of sheets WM Quach, JG Teng, KF Chung Journal of Constructional Steel Research 65 (8-9), 1803-1815, 2009 | 62 | 2009 |
| High strength (~ 2000 MPa) or highly ductile (~ 11%) additively manufactured H13 by tempering at different conditions J Yan, H Song, Y Dong, WM Quach, M Yan Materials Science and Engineering: A 773, 138845, 2020 | 61 | 2020 |
| Residual stresses in press-braked stainless steel sections, II: Press-braking operations WM Quach, JG Teng, KF Chung Journal of Constructional Steel Research 65 (8-9), 1816-1826, 2009 | 61 | 2009 |
| Mechanical properties and cross-sectional behavior of additively manufactured high strength steel tubular sections JJ Yan, MT Chen, WM Quach, M Yan, B Young Thin-walled structures 144, 106158, 2019 | 60 | 2019 |
| Compressive and transverse shear behaviour of novel FRP-UHPC hybrid bars JJ Zeng, YY Ye, WM Quach, G Lin, Y Zhuge, JK Zhou Composite Structures 281, 115001, 2022 | 45 | 2022 |
| Novel ultra-high-performance concrete composite plates reinforced with FRP grid: Development and mechanical behaviour YY Ye, ST Smith, JJ Zeng, Y Zhuge, WM Quach Composite Structures 269, 114033, 2021 | 45 | 2021 |
| Effect of the manufacturing process on the behaviour of press-braked thin-walled steel columns WM Quach, JG Teng, KF Chung Engineering structures 32 (11), 3501-3515, 2010 | 42 | 2010 |
| Behavior and design of cold-formed and hot-finished steel elliptical tubular stub columns Y Cai, WM Quach, MT Chen, B Young Journal of Constructional Steel Research 156, 252-265, 2019 | 39 | 2019 |
| Finite element-based method for residual stresses and plastic strains in cold-formed steel hollow sections Y Yao, WM Quach, B Young Engineering Structures 188, 24-42, 2019 | 35 | 2019 |
| Experimental and numerical investigation of concrete-filled hot-finished and cold-formed steel elliptical tubular stub columns Y Cai, WM Quach, B Young Thin-Walled Structures 145, 106437, 2019 | 34 | 2019 |
| Stress-strain models for light gauge steels WM Quach, JF Huang Procedia engineering 14, 288-296, 2011 | 34 | 2011 |
| Residual stresses in cold-formed steel sections and their effect on column behaviour WM Quach Hong Kong Polytechnic University (Hong Kong), 2005 | 34 | 2005 |
| Strength and ductility of corner materials in cold-formed stainless steel sections WM Quach, P Qiu Thin-Walled Structures 83, 28-42, 2014 | 30 | 2014 |
Kwok Fai ChungProfessor of Structural Engineering, Hong Kong Polytechnic UniversityVerified email at polyu.edu.hk
