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© 《China Plastics》
© 《China Plastics》
›› 2023, Vol. 37 ›› Issue (3): 64-70.
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Received:
2022-12-12
Revised:
2023-01-03
Online:
2023-03-26
Published:
2023-03-26
[1]Benjamin I, Wurah I F, Kennedy C.Effect of Corrosion on Rebar Mechanical Properties on Bond Strength and Interlock[J].Global Scientific Journals, 2021, 9(7):2006-2022[2]Tariq F, Bhargava P.Stress–strain curves and mechanical properties of corrosion damaged super ductile reinforcing steel [J].Structures, 2021, 33:1532-1543[3]Liu Y, Xie J, Tafsirojjaman T, et al.CFRP lamella stay-cable and its force measurement based on microwave radar[J]. Case Studies in Construction Materials, 2022, 16:e824.[4]Tafsirojjaman T, Thambiratnam D P, Sulong N R, et al.Performance of CFRP strengthened full-scale SHS connections subjected to cyclic loading[J]. Thin-Walled Structures, 2022, 175:109211.[5]Liu Y, Zhang H, Tafsirojjaman T, et al.A novel technique to improve the compressive strength and ductility of glass fiber reinforced polymer (GFRP) composite bars[J]. Construction and Building Materials, 2022, 326:126782.[6]Tafsirojjaman T, Fawzia S, Thambiratnam D.Investigation on the behaviour of CFRP strengthened CHS members under monotonic loading through finite element modelling[J]. Structures, 2020, 28 :297-308[7]Tafsirojjaman T, Dogar A U R, Liu Y, et al.Performance and Design of Steel Structures Reinforced with FRP Composites: A state-of-the-art review[J]. Engineering Failure Analysis, 2022:106371.[8]Duo Y, Liu X, Liu Y, et al.Environmental impact on the durability of FRP reinforcing bars[J]. Journal of Building Engineering, 2021, 43:102909.[9]Neagoe C A, Gil L, Pérez M A.Experimental study of GFRP-concrete hybrid beams with low degree of shear connection[J]. Construction and Building Materials, 2015, 101:141-151.[10]Davids W G, Diba A, Dagher H J, et al.Development, assessment and implementation of a novel FRP composite girder bridge[J]. Construction and Building Materials, 2022, 340:127818.[11]Zou X, Lin H, Feng P, et al.A review on FRP-concrete hybrid sections for bridge applications[J]. Composite Structures, 2021, 262:113336.[12]Wang J, Zou X, Feng Y.Bilinear load-deflection model of fiber-reinforced polymer–concrete composite beam with interface slip[J].Advances in Mechanical Engineering, 2015, 7(7):757555288-[13]Yuan J S, Hadi M N.Friction coefficient between FRP pultruded profiles and concrete[J].Materials and Structures, 2018, 51(5):1-10[14]Yuan J S, Hadi M N.Bond-slip behaviour between GFRP I-section and concrete[J]. Composites Part B: Engineering, 2017, 130:76-89.[15]Keller T, Schaumann E, Vallée T.Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck[J].Composites Part A: Applied Science and Manufacturing, 2007, 38(3):879-889[16]Gong J, Zou X, Xia P.Experimental investigation of the natural bonding strength between stay-in-place form and concrete in FRP-concrete decksbeams[J].Applied Sciences, 2019, 9(5):913-[17]Zhou A, Keller T.Joining techniques for fiber reinforced polymer composite bridge deck systems[J].Composite Structures, 2005, 69(3):336-345[18]Hulatt J, Hollaway L, Thorne A.Short term testing of hybrid T beam made of new prepreg material[J].Journal of Composites for Construction, 2003, 7(2):135-144[19]Gonilha J A, Correia J R, Branco F A, et al.Durability of GFRP-concrete adhesively bonded connections: Experimental and numerical studies[J]. Engineering Structures, 2018, 168:784-798.[20]Wang J, Zou X, Feng Y.Bilinear load-deflection model of fiber-reinforced polymer–concrete composite beam with interface slip[J].Advances in Mechanical Engineering, 2015, 7(7):757555288-[21]Forstlechner F X.Composite structures made of ultra-high performance concrete and fiber-reinforced polymers: Proceedings of the 9th fib International PhD Symposium in Civil Engineering [C]. Karlsruhe, Germany: KIT Scientific Publishing, 2012: 355-362.[22]Joo, H., Lee, S.S., Yoon, S., Park, J.K., & Youn, S.G. Experimental Investigation on the Structural Behavior of Shear Connectors Used in the FRP and Concrete Bridge Deck System[J].?Key Engineering Materials, 2006, 306-308:1355 - 1360.[23]El-Hacha R, Chen D.Behaviour of hybrid FRP–UHPC beams subjected to static flexural loading[J].Composites Part B: Engineering, 2012, 43(2):582-593[24]Lin H, Feng P, Yang J.Pressure-dependent bond stress-slip model for sand-coated FRP-concrete interface[J]. Composite Structures, 2021, 263:113719.[25]Chen J F, Teng J G.Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete[J].Journal of structural engineering (New York, N.Y.), 2001, 127(7):784-791[26]Koaik A, Bel S, Jurkiewiez B.Experimental tests and analytical model of concrete-GFRP hybrid beams under flexure[J]. Composite Structures, 2017, 180:192-210.[27]Zou X, Feng P, Wang J.Bolted shear connection of FRP-concrete hybrid beams[J].J. Compos. Constr, 2018, 22(3):4018012-[28]Etim O, Gand A K, Saidani M, et al.Shear characterisation of pultruded superstructural FRP-concrete push-outs[J]. Structures, 2020, 23:254-266.[29]Fam A, Skutezky T.Composite T-beams using reduced-scale rectangular FRP tubes and concrete slabs[J].Journal of Composites for Construction, 2006, 10(2):172-181[30]Pan Z.Finite element analysis of bolt shear connection of steel-concrete composite structure[C]. Chengdu, China, E3S Web of Conferences, 2020, 198: 01027.[31]Manalo A C, Aravinthan T, Mutsuyoshi H, et al.Composite behaviour of a hybrid FRP bridge girder and concrete deck[J].Advances in Structural Engineering, 2012, 15(4):589-600[32]周栋传.钢-混凝土组合梁研究进展 [C].中国北京, 2021年工业建筑学术交流会, 2021: 156-158[33]Xu H, Zhang S, Rong B.Investigation on shear behavior of studs and PBL shear connectors in steel-concrete hybrid bridge girder[J]. Structures, 2022, 43:1422-1435.[34]Mieres J M, Calvo I, Miravete A, et al.Description of a traffic bridge of the Cantabrian Speed Way made of composite materials[J].Materiales de Construcción, 2006, 56(284):81-86[35]Zou X, Feng P, Wang J.Perforated FRP ribs for shear connecting of FRP-concrete hybrid beams/decks[J]. Composite Structures, 2016, 152:267-276.[36]Xue W, Ge C, Tan Y, et al.Experimental studies on FRP-concrete composite deck with FRP perfobond shear connectors[M]//Advances in FRP Composites in Civil Engineering. Springer, 2011:219-223.[37]刘嘉欣.开孔板连接的GFRP-混凝土组合结构抗剪性能研究[D]. 湖北工业大学, 2020.[38]Ulloa F V, Medlock R D, Ziehl P H, et al.Hybrid bridges in Texas[J].Concrete international, 2004, 26(5):38-43[39]Nguyen H, Mutsuyoshi H, Zatar W.Hybrid FRP-UHPFRC composite girders: Part 1 – Experimental and numerical approach[J]. Composite structures, 2015, 125:631-652.[40]Zou X, Feng P, Wang J, et al.FRP stay-in-place form and shear key connection for FRP-concrete hybrid beams/decks[J]. Composite Structures, 2018, 192:489-499.[41]Zhang P, Liu H, Gao D, et al.Shear-bond behavior of the interface between FRP profiles and concrete by the double-lap push shear method[J].Journal of Composites for Construction, 2017, 21(4):4017012-[42]Liu T, Feng P, Lu X, et al.Flexural behavior of novel hybrid multicell GFRP-concrete beam[J]. Composite Structures, 2020, 250:112606.[43]Zuo Y, Liu Y, He J.Experimental investigation on hybrid GFRP-concrete decks with T-shaped perforated ribs subjected to negative moment[J]. Construction and Building Materials, 2018, 158:728-741.[44]张妮.波兰首座-混凝土组合梁公路桥[J].世界桥梁, 2017, 45(06):94-95 |
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