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个人简介

Yue Geng is Professor of Structural Engineering at Harbin Institute of Technology, China. Prof Geng’s principal research interests lie in the composite structures and in concrete materials, with particular research expertise on their time-dependent behaviours. Prof Yue Geng has co-authored 1 textbook, 3 book chapters and 40 SCI journal papers, and is good at both structural and material testing, numerical modelling and the development of design methods. She has been granted 10 patents and software copyrights by the Chinese government. The research results have been applied to the refined design of 15 long-span or high-rise structures. She is co-chairing the Chinese design standard for recycled concrete composite structures (CSCS) that issued by the China Steel Construction Society. She is included in the working group for the ‘Concrete materials terminology’ standard ISO/TC 71/AHG 1 and 7 other Chinese designing codes for composite structures or recycled concrete materials. She was awarded the first prizes for scientific and technological progress by the Hei Long Jiang Province Government (2nd contributor) and by the China Steel Construction Society (3rd contributor). EDUCATION Ph.D. student, School of Civil Engineering, University of Sydney, Ph.D 2008.01-2011.06 Ph.D. student, School of Civil Engineering, HIT, Ph.D 2007.03-2011.04 Postgraduate student, School of Civil Engineering, HIT, Msc 2005.09-2007.12 Undergraduate student, School of Civil Engineering, HIT, BEng 2001.09-2005.07 APPOINTMENTS Professor School of Civil Engineering, Harbin Institute of Technology (HIT) 2022.01-Present Associate Professor School of Civil Engineering, Harbin Institute of Technology (HIT) 2016.01-2021.12 Postdoc Structural Engineering, School of Civil Engineering (HIT) 2011.11-2015.12 Lecturer School of Civil Engineering, Harbin Institute of Technology (HIT) 2011.10-2015.12 MEMBERSHIP OF PROFESSIONAL BODIES Council Member, Structural Stability and Fatigue Branch, China Steel Construction Society 2021-2024 Member of scientific committee, Committee of solid waste, Chinese Ceramic Society 2021-2025

研究领域

Time-dependent behaviour of composite structures Steel-recycled concrete composite members and structures Steel-high-performance concrete composite members and structures

近期论文

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Guo Y L, Geng Y, Liew J Y R, et al. Time-dependent behaviour of circular steel tube confined reinforced concrete (STCRC) slender columns[J]. Engineering Structures, 2023, 284: 115949. Zhao M Z, Zhang H, Geng Y, et al. Basic creep behavior and modeling of recycled coarse and fine aggregate concrete[J]. Construction and Building Materials, 2023, 389: 131724. Zhang H, Zhao H, Liu F, Yang H, Geng Y, et al. Models for uniaxial stress-strain relationship and thermal properties of fine recycled aggregate concrete exposed to elevated temperatures[J]. Journal of Building Engineering, 2023, 66: 105869. Zhang H, Geng Y, Wang Q, et al. Compounding effect between influences of fine and coarse recycled aggregates on non-uniform shrinkage behavior of steel-concrete composite slab section[J]. Journal of Building Engineering, 2022: 104751. Zhang H, Geng Y, Wang Y Y, et al. Experimental study and prediction model for bond behaviour of steel-recycled aggregate concrete composite slabs[J]. Journal of Building Engineering, 2022, 53: 104585. Zhao M Z, Geng Y, Wang Y Y, et al. Compounding effect and an expanded theoretical model for recycled coarse and fine aggregate concretes under uniaxial loading[J]. Construction and Building Materials, 2022, 320: 126226. Sun J, Geng Y, Zhang H, et al. Experimental and numerical study on slender concrete-filled steel tubular arches subjected to tilting loads[J]. Thin-Walled Structures, 2022, 179: 109701. Chen Xuepeng, Zhang Huan, Geng Y, Wang Y Y. Tests and prediction model for time-dependent internal relative humidity of recycled aggregate concrete due to self-desiccation. Construction and Building Materials. 2022, 352: 129024. Zhang H, Wang Y Y, Wang Q, Geng Y. Experimental study and prediction model for non-uniform shrinkage of recycled aggregate concrete in composite slabs[J]. Construction and Building Materials, 2022, 329: 127142. Xiao J, Poon C S, Wang Y Y, Zhao Y X, Ding T, Geng Y, et al. Fundamental behaviour of recycled aggregate concrete–Overview I: strength and deformation[J]. Magazine of Concrete Research, 2022: 1-12. Chang Y C, Wang Y Y, Zhang H, Cheng J, Geng Y. Different influence of replacement ratio of recycled aggregate on uniaxial stress-strain relationship for recycled concrete with different concrete strengths[J]. Structures. Elsevier, 2022, 42: 284-308. Guo Y L, Zhang H, Geng Y, et al. Time-dependent modelling of steel-tube confined concrete columns considering confining and bonding effects[J]. Journal of Constructional Steel Research, 2022, 198: 107577. Zhang H, Zhang H Y, Geng Y, et al. Design formulae for Long-Term responses of continuous Steel-Recycled aggregate concrete composite slabs[J]. Structures. Elsevier, 2022, 45: 1477-1490. Yang J, Liu C, Wang Q, Geng Y, et al. Time-Dependent Behavior of Composite Steel–Recycled Aggregate Concrete Beams via Thermomechanical Finite Element Modeling[J]. Buildings, 2022, 12(6): 756. Guo Y L, Geng Y, Qu L Y. Time-dependent behaviour of circular steel tube confined reinforced concrete (STCRC) stub columns subjected to low axial load[J]. Engineering Structures, 2021, 243: 112663. Zhao M Z, Wang Y Y, Lehman D E, Geng Y, et al. Response and modeling of axially-loaded concrete-filled steel columns with recycled coarse and fine aggregate[J]. Engineering Structures, 2021, 234: 111733.. Wang Q, Wang Y Y, Geng Y, et al. Experimental study and prediction model for autogenous shrinkage of recycled aggregate concrete with recycled coarse aggregate[J]. Construction and Building Materials, 2021, 268: 121197. Zhao M Z, Wang Y Y, Lehman D E, Geng Y, et al. Response and modeling of steel tubes filled with recycled fine and coarse aggregate concretes under long-term loading[J]. Journal of Structural Engineering, 2021, 147(11): 04021166. Zhang H, Geng Y, Wang Y Y, et al. Long-term behavior of continuous composite slabs made with 100% fine and coarse recycled aggregate[J]. Engineering Structures, 2020, 212: 110464. Wang Q, Geng Y, Wang Y Y, et al. Drying shrinkage model for recycled aggregate concrete accounting for the influence of parent concrete[J]. Engineering Structures, 2020, 202: 109888. Geng Y, Wang Y Y, Chen J, et al. Time-dependent behaviour of 100% recycled coarse aggregate concrete filled steel tubes subjected to high sustained load level[J]. Engineering Structures, 2020, 210: 110353. Zhang H, Wang Y Y, Lehman D E, Geng Y. Time-dependent drying shrinkage model for concrete with coarse and fine recycled aggregate[J]. Cement and Concrete Composites, 2020, 105: 103426. Zhang H, Wang Y Y, Lehman D E, Geng Y. Autogenous-shrinkage model for concrete with coarse and fine recycled aggregate[J]. Cement and Concrete Composites, 2020, 111: 103600. Chen J, Zhang S, Wang Y Y, Geng Y. Axial compressive behavior of recycled concrete filled steel tubular stub columns with the inclusion of crushed brick[J]. Structures. Elsevier, 2020, 26: 271-283. Geng Y, Zhao M, Yang H, et al. Creep model of concrete with recycled coarse and fine aggregates that accounts for creep development trend difference between recycled and natural aggregate concrete[J]. Cement and Concrete Composites, 2019, 103: 303-317. Wang Y Y, Geng Y, Chen J, et al. Testing and analysis on nonlinear creep behaviour of concrete-filled steel tubes with circular cross-section[J]. Engineering structures, 2019, 185: 26-46. Wang Y Y, Zhang H, Geng Y, et al. Prediction of the elastic modulus and the splitting tensile strength of concrete incorporating both fine and coarse recycled aggregate[J]. Construction and Building Materials, 2019, 215: 332-346. Geng Y, Wang Q, Wang Y Y, et al. Influence of service time of recycled coarse aggregate on the mechanical properties of recycled aggregate concrete[J]. Materials and Structures, 2019, 52(5): 1-16. Wang Y Y, Geng Y, Zhao M Z, et al. Non-linear creep modelling on circular concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2019, 159: 270-282. Geng Y, Ranzi G, Wang Y T, et al. Out-of-plane creep buckling analysis on slender concrete-filled steel tubular arches[J]. Journal of Constructional Steel Research, 2018, 140: 174-190. Wang Y Y, Geng Y, Chang Y, et al. Time-dependent behaviour of recycled concrete filled steel tubes using RCA from different parent waste material[J]. Construction and Building Materials, 2018, 193: 230-243. Geng Y, Wang Y Y, Chen J. Creep behaviour of concrete using recycled coarse aggregates obtained from source concrete with different strengths[J]. Construction and Building Materials, 2016, 128: 199-213. Geng Y, Wang Y Y, Chen J. Time-dependent behaviour of steel tubular columns filled with recycled coarse aggregate concrete[J]. Journal of Constructional Steel Research, 2016, 122: 455-468. Wang Q, Ranzi G, Wang Y Y, Geng Y. Long-term behaviour of simply-supported steel-bars truss slabs with recycled coarse aggregate[J]. Construction and Building Materials, 2016, 116: 335-346. Wang Y Y, Wang Q, Geng Y, et al. Long-term behaviour of simply supported composite slabs with recycled coarse aggregate[J]. Magazine of Concrete Research, 2016, 68(24): 1278-1293. Geng Y, Wang Y Y, Chen J. Time-dependent behavior of recycled aggregate concrete–filled steel tubular columns[J]. Journal of Structural Engineering, 2015, 141(10): 04015011. Wang Y Y, Chen J, Geng Y. Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub columns[J]. Engineering Structures, 2015, 86: 192-212. Geng Y, Wang Y Y, Ranzi G, et al. Time-dependent analysis of long-span, concrete-filled steel tubular arch bridges[J]. Journal of Bridge Engineering, 2014, 19(4): 04013019. Geng Y, Ranzi G, Wang Y Y, et al. Time-dependent behaviour of concrete-filled steel tubular columns: analytical and comparative study[J]. Magazine of Concrete Research, 2012, 64(1): 55-69. Wang Y Y, Geng Y, Ranzi G, et al. Time-dependent behaviour of expansive concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2011, 67(3): 471-483.

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