[1] |
HOU B R, LI X G, MA X M, et al. The cost of corrosion in China [J]. npj Materials Degradation, 2017, 1(1): 1-10.
|
[2] |
GUDONIS E, TIMINSKAS E, GRIBNIAK V, et al. Frp Reinforcement for Concrete Structures: State-of-the-Art Review of Application and Design [J]. Engineering Structures and Technologies, 2014, 5(4): 147-158.
|
[3] |
ASKAR M K, HASSAN A F, AL-KAMAKI Y S S. Flexural and shear strengthening of reinforced concrete beams using FRP composites: A state of the art [J]. Case Studies in Construction Materials, 2022,17,e01189.
|
[4] |
尹世平, 华云涛, 徐世烺. FRP配筋混凝土结构研究进展及其应用 [J]. 建筑结构学报, 2021, 42(1): 134-150.
|
[5] |
RAFIEIZONOOZ M, KIM J-H J, VARAEE H, et al. Testing methods and design specifications for FRP-prestressed concrete members: A review of current practices and case studies [J]. Journal of Building Engineering, 2023, 73,106723.
|
[6] |
ZDANOWICZ K, KOTYNIA R, MARX S. Prestressing concrete members with fibre-reinforced polymer reinforcement: State of research [J]. Structural Concrete, 2019, 20(3): 872-885.
|
[7] |
董志强, 吴刚. FRP筋增强混凝土结构耐久性能研究进展 [J]. 土木工程学报, 2019, 52(10): 1-19,29.
|
[8] |
BANIBAYAT P, PATNAIK A. Creep rupture performance of basalt fiber-reinforced polymer bars [J]. Journal of Aerospace Engineering, 2015, 28(3),04014074.
|
[9] |
FERGANI H, DI BENEDETTI M, OLLER C M, et al. Long-term performance of GFRP bars in concrete elements under sustained load and environmental actions [J]. Composite Structures, 2018, 190: 20-31.
|
[10] |
TORRES L, MIAS C, TURON A, et al. A rational method to predict long-term deflections of FRP reinforced concrete members [J]. Engineering Structures, 2012, 40: 230-239.
|
[11] |
MIAS C, TORRES L, GUADAGNINI M, et al. Short and long-term cracking behaviour of GFRP reinforced concrete beams [J]. Composites Part B:Engineering, 2015, 77: 223-231.
|
[12] |
董志强, 吴刚. 基于试验数据分析的FRP筋混凝土受弯构件最大裂缝宽度计算方法 [J]. 土木工程学报, 2017, 50(10): 1-8.
|
[13] |
RAO A S P, JAYARAMAN R. Creep and shrinkage analysis of partially prestressed concrete members [J]. Journal of Structural Engineering, 1989, 115(5): 1169-1189.
|
[14] |
WEN Q J. Long-term effect analysis of prestressed concrete box-girder bridge widening [J]. Construction and Building Materials, 2011, 25(4): 1580-1586.
|
[15] |
BISCHOFF P H. Deflection calculation of FRP reinforced concrete beams based on modifications to the existing Branson equation [J]. Journal of Composites for Construction, 2007, 11(1): 4-14.
|
[16] |
JAKUBOVSKIS R, KAKLAUSKAS G, GRIBNIAK V, et al. Serviceability analysis of concrete beams with different arrangements of GFRP bars in the tensile zone [J/OL]. Journal of Composites for Construction, 2014, 18(5)[2014-02-03]. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000465.
|
[17] |
DILGER W H. Creep analysis of prestressed concrete structures using creep-transformed section properties [J]. PCI Journal, 1982, 27(1): 98-118.
|
[18] |
中华人民共和国住房和城乡建设部. 纤维增强复合材料筋混凝土桥梁技术标准: CJJ/T 280—2018[S]. 北京:中国建筑工业出版社, 2018.
|
[19] |
American Concrete Institute (ACI). Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer(FRP) bars:ACI PRC-440.1-15 [S]. Farmington Hills:ACI, 2015.
|
[20] |
American Concrete Institute (ACI). 440.4R-04: Prestressing concrete structures with FRP tendons[S]. Farmington Hills: ACI,2004.
|
[21] |
Canadian Standards Association. Commentary on CSA S6: 19, Canadian Highway Bridge Design Code: 1488321604[S]. Toronto: CSA Group, 2019.
|
[22] |
ZHAO J, MEI K, WU J. Long-term mechanical properties of FRP tendon-anchor systems: A review [J]. Construction and Building Materials, 2020, 230,117017.
|
[23] |
D'ANTINO T, PISANI M A. Long-term behavior of GFRP reinforcing bars [J]. Composite Structures, 2019, 227,111283.
|
[24] |
ESMAEILI Y, MOHAMED K, NEWHOOK J, et al. Assessment of creep rupture and long-term performance of GFRP bars subjected to different environmental exposure conditions under high sustained loads [J]. Construction and Building Materials, 2021, 300,124327.
|
[25] |
NAJAFABADI E P, BAZLI M, ASHRAFI H, et al. Effect of applied stress and bar characteristics on the short-term creep behavior of FRP bars [J]. Construction and Building Materials, 2018, 171: 960-968.
|
[26] |
SOKAIRGE H, ELGABBAS F, RASHAD A, et al. Long-term creep behavior of basalt fiber reinforced polymer bars [J]. Construction and Building Materials, 2020, 260,120437.
|
[27] |
GUIMARAES, BURGOYNE. Creep behaviour of a parallel-lay aramid rope [J]. Journal of Materials Science, 1992,27:2473-2489.
|
[28] |
CHAMBERS J J, BURGOYNE C J. An experimental investigation of the stressrupture behaviour of a parallel-lay aramid rope [J]. Journal of Materials Science, 1990,25:3723-3730.
|
[29] |
YOUSSEF T, BENMOKRANE B. Creep behavior and tensile properties of GFRP bars under sustained service loads[J]. Special Publication, 2011, 275: 1-20.
|
[30] |
BENMOKRANE B, BROWN V L, MOHAMED K, et al. Creep-rupture limit for GFRP bars subjected to sustained loads [J]. Journal of Composites for Construction, 2019, 23(6),06019001.
|
[31] |
WANG X, SHI J, WU Z, et al. Creep strain control by pretension for basalt fiber-reinforced polymer tendon in civil applications [J]. Materials & Design, 2016, 89: 1270-1277.
|
[32] |
SHI J, WANG X, WU Z, et al. Creep behavior enhancement of a basalt fiber-reinforced polymer tendon [J]. Construction and Building Materials, 2015, 94: 750-757.
|
[33] |
SAADATMANESH H, TANNOUS F E. Relaxation, creep, and fatigue behavior of carbon fiber reinforced plastic tendons [J]. ACI Materials Journal, 1999, 96(2): 143-153.
|
[34] |
WANG X, SHI J, LIU J, et al. Creep behavior of basalt fiber reinforced polymer tendons for prestressing application [J]. Materials & Design, 2014, 59: 558-564.
|
[35] |
FINDLEY W N. Mechanism and mechanics of creep of plastics and stress relaxation and combined stress creep of plastics [M]. Providence: Division of Engineering, Brown University, 1960.
|
[36] |
ZAWAM M, SOUDKI K, WEST J S. Effect of prestressing level on the time-dependent behavior of GFRP prestressed concrete beams [J]. Journal of Composites for Construction, 2017, 21(4),04017001.
|
[37] |
中国治金建设协会. 纤维增强复合材料工程应用技术标准:GB 50608—2020[S]. 北京:中国计划出版社, 2020.
|
[38] |
上海市住房和城乡建设管理委员会. 纤维增强复合材料筋混凝土结构技术标准:DG/TJ 08—2398[S]. 上海:同济大学出版社, 2022.
|
[39] |
ZOU P X W. Long-term properties and transfer length of fiber-reinforced polymers [J]. Journal of Composites for Construction, 2003, 7(1): 10-19.
|
[40] |
HIESCH D, PROSKE T, GRAUBNER C A, et al. Theoretical and experimental investigation of the time-dependent relaxation rates of GFRP and BFRP reinforcement bars [J]. Structural Concrete, 2023, 24(2): 2800-2816.
|
[41] |
GRACE N F. Transfer length of CFRP/CFCC strands for double-T girders [J]. PCI Journal, 2000, 45(5): 110-126.
|
[42] |
BRAIMAH A, GREEN M F, SOUDKI K A. Long-term behavior of CFRP prestressed concrete beams [J]. PCI Journal, 2003, 48(2):98-107.
|
[43] |
ZOU P X W. Long-term deflection and cracking behavior of concrete beams prestressed with carbon fiber-reinforced polymer tendons [J]. Journal of Composites for Construction, 2003, 7(3): 187-193.
|
[44] |
ZOU P X W. Theoretical study on short-term and long-term deflections of fiber reinforced polymer prestressed concrete beams [J]. Journal of Composites for Construction, 2003, 7(4): 285-291.
|
[45] |
TERRASI G, MEIER U, AFFOLTER C. Long-term bending creep behavior of thin-walled CFRP tendon pretensioned spun concrete poles [J]. Polymers, 2014, 6(7): 2065-2081.
|
[46] |
SOVJAK R, HAVLASEK P, VITEK J. Long-term behavior of concrete slabs prestressed with CFRP rebars subjected to four-point bending [J]. Construction and Building Materials, 2018, 188: 781-792.
|
[47] |
PAVLOVIĆ A, DONCHEV T, PETKOVA D, et al. Short- and long-term prestress losses in basalt FRP prestressed concrete beams under sustained loading [J]. Journal of Composites for Construction, 2022, 26(6),04022069.
|
[48] |
ZAWAM M, SOUDKI K, WEST J S. Factors affecting the time-dependent behaviour of GFRP prestressed concrete beams [J]. Journal of Building Engineering, 2019, 24,100715.
|
[49] |
薛伟辰,刘婷,严大威,等. 有粘结预应力FRP筋混凝土梁长期性能试验研究 [R]. 上海:同济大学,2023.
|
[50] |
XUE W C, LIU T. Time-dependent behavior of concrete beams externally prestressed with carbon fiber-reinforced polymer tendons for 1 000 days [J]. ACI Structural Journal, 2021, 118(3): 15-26.
|
[51] |
曹国辉, 方志. 体外CFRP筋预应力混凝土箱梁长期受力性能试验研究 [J]. 土木工程学报, 2007(2): 18-24.
|
[52] |
曹国辉, 方志. 体外配置 CFRP 筋预应力混凝土箱梁收缩徐变效应分析 [J]. 铁道学报, 2008, 30(6): 131-136.
|
[53] |
李红芳. 配置体外CFRP预应力筋混凝土梁的受力性能研究 [D]. 长沙: 湖南大学, 2008.
|
[54] |
SHI J, WANG X, WU Z, et al. Long-term mechanical behaviors of uncracked concrete beams prestressed with external basalt fiber-reinforced polymer tendons [J]. Engineering Structures, 2022, 262,114309.
|
[55] |
ZAWAM M H M. Long-term behaviour of GFRP prestressed concrete beams [D]. Waterloo: The University of Waterloo, 2015.
|
[56] |
BRAIMAH A, GREEN M F, SOUCLKI K A. Long-term behavior of CFRP prestressed concrete beams [J]. PCI Journal, 2003, 48(2): 98-107.
|
[57] |
SAIEDI R, GREEN M F, FAM A. Behavior of CFRP-prestressed concrete beams under sustained load at low temperature [J]. Journal of Cold Regions Engineering, 2013, 27(1): 1-15.
|
[58] |
薛伟辰,刘婷,严大威,等. 体外预应力FRP筋混凝土梁长期性能试验研究 [R]. 上海:同济大学, 2023.
|
[59] |
BAZANT Z P. Prediction of concrete creep and shrinkage: past, present and future [J]. Nuclear Engineering and Design, 2001, 203(1): 27-38.
|
[60] |
LOU T J, LOPES S M R, LOPES A V. Time-dependent behavior of concrete beams prestressed with bonded AFRP tendons [J]. Composites Part B: Engineering, 2016, 97: 1-8.
|
[61] |
LOU T J, KARAVASILIS T L. Time-dependent assessment and deflection prediction of prestressed concrete beams with unbonded CFRP tendons [J]. Composite Structures, 2018, 194: 365-376.
|
[62] |
刘婷. 新型预应力混凝土梁长期性能试验与理论研究 [D]. 上海: 同济大学, 2012.
|
[63] |
LIU X, YU W, HUANG Y, et al. Long-term behaviour of recycled aggregate concrete beams prestressed with carbon fibre-reinforced polymer (CFRP) tendons [J]. Case Studies in Construction Materials, 2023, 18,e01785.
|
[64] |
YOUAKIM S A, KARBHARI V M. An approach to determine long-term behavior of concrete members prestressed with FRP tendons [J]. Construction and Building Materials, 2007, 21(5): 1052-1060.
|
[65] |
PÁEZ P M. A simplified approach to determine the prestress loss and time-dependent deflection in cracked prestressed concrete members, prestressed with fiber reinforced polymers or steel tendons [J]. Engineering Structures, 2023, 279,115523.
|