| Citation: |
, A A. A review of the studies on concrete structures prestressed with external fiber reinforced polymer (FRP) tendons[J]. Acta Materiae Compositae Sinica.
|
|
孙宝俊, 周国华. 体外预应力结构技术及应用综述[J]. 东南大学学报: 自然科学版, 2001, 31(1):109-113.
SUN B, ZHOU G. A survey on Structural techniques and applications of external prestressing[J]. Journal of Southeast University (Natural Science Edition),2001,31(1):109-113(in Chinese).
|
|
ACI Committee 440. ACI 440.4 R-04 Prestressing Concrete Structure with FRP Tendons[S]. USA: American Concrete Institute, 2004.
|
|
GRACE N F, NAVARRE F C, NACEY R B, et al. Design-construction of bridge street bridge-first CFRP bridge in the United States[J]. PCI Journal,2002,47(5):20-35. DOI: 10.15554/pcij.09012002.20.35
|
|
KARBHARI V M. Use of composite materials in civil infrastructure in Japan[R]. California, USA: University of California, 1998.
|
|
鲁平印, 向星赟. 荷兰Dintelhaven桥的设计建造特色[J]. 中外公路, 2008, 28(9):245-248.
LU P, XIANG X. Design and construction features of Dintelhaven Bridge in Netherland[J]. Journal of China & Foreign Highway,2008,28(9):245-248(in Chinese).
|
|
史健喆. 海洋环境下BFRP筋体外预应力加固钢筋混凝土梁长期性能研究[D]. 南京: 东南大学, 2019.
SHI J. Long-term behaviors of RC beam prestressed with external BFRP tendons in marine environment[D]. Nanjing: Southeast University, 2019 (in Chinese).
|
|
WANG X, SHI J, WU G, et al. Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique[J]. Engineering Structures,2015,101:34-44. DOI: 10.1016/j.engstruct.2015.06.052
|
|
吴智深, 汪昕, 吴刚. FRP增强工程结构体系[M]. 北京: 科学出版社, 2016: 116-117.
WU Z, WANG X, WU G. FRP Reinforced engineering structural systems[M]. Beijing: Science Press, 2016: 116-117 (in Chinese).
|
|
YAMAGUCHI T, NISHIMURA T, UOMOTO T. Creep rupture of FRP rods made of aramid, carbon and glass fibers[J]. Structural Engineering & Construction: Tradition, Present and Future,1998,2:1331-1336.
|
|
ANDO N, MATSUKAWA H, KAWAMURA M, et al. Experimental studies on the long-term tensile properties of FRP tendons[C]//Proceedings of the Third International Symposium on Non-metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3). Sapporo: Japan Concrete Institute, 1997, 2: 203-210.
|
|
Tokyo Rope. CFCC, Carbon Fiber Composite Cable [EB/OL] Tokyo: Tokyo Rope Manufacturing Co. Ltd, 2000 [2021-03-15].
|
|
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. DOI: 10.1016/j.conbuildmat.2015.07.118
|
|
BANIBAYAT P, PATNAIK A. Creep rupture performance of basalt fiber-reinforced polymer bars[J]. Journal of Aerospace Engineering,2013,28(3):04014074.
|
|
ACI Committee 440. ACI 440.1R-15 Guide for the Design and Construction of Concrete Reinforced with FRP Bars[S]. USA: American Concrete Institute, 2015.
|
|
GUNNARSSON A. Bearing capacity, relaxation and finite element simulation for prestressed concrete beams reinforced with BFRP tendons[D]. Iceland: Reykjavik University, 2013.
|
|
THORHALLSSON E, JONSSON B S. Test of Prestressed concrete beams with BFRP tendons[C]//Workshop Structural Engineering and Composites Laboratory. Reykjavik: Reykjavik University, 2012.
|
|
SHI J, WANG X, HUANG H, et al. Relaxation behavior of prestressing basalt fiber-reinforced polymer tendons considering anchorage slippage[J]. Journal of Composite Materials,2016,51(9):1275-1284.
|
|
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. DOI: 10.1061/(ASCE)1090-0268(2003)7:1(10)
|
|
周祝林, 杨云娣. 纤维增强塑料蠕变机理的初步探讨[J]. 玻璃钢/复合材料, 1985, 4:31-35.
ZHOU Z, YANG Y. A preliminary discussion on creep mechanism of fiber-reinforced plastic (FRP)[J]. Fiber Reinforced Plastics/Composites,1985,4:31-35(in Chinese).
|
|
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.
|
|
WU Z, WANG X, IWASHITA K, et al. Tensile fatigue behaviour of FRP and hybrid FRP sheets[J]. Composites: Part B Engineering,2010,41(5):396-402. DOI: 10.1016/j.compositesb.2010.02.001
|
|
WANG X, SHI J, WU Z, et al. Fatigue behavior of basalt fiber-reinforced polymer tendons for prestressing applications[J]. Journal of Composites for Construction,2015,20(3):04015079.
|
|
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.
|
|
SAADATMANESH H, TANNOUS F E. Long-term behavior of aramid fiber reinforced plastic (AFRP) tendons[J]. ACI Materials Journal,1999,96(3):297-305.
|
|
EL REFAI A. Durability and fatigue of basalt fiber-reinforced polymer bars gripped with steel wedge anchors[J]. Journal of Composites for Construction,2013,17(6):04013006. DOI: 10.1061/(ASCE)CC.1943-5614.0000417
|
|
曾凡星. FRP拉索疲劳特性及其长寿命RC斜拉桥研究[D]. 南京: 东南大学, 2012.
ZENG F. Study on fatigue properties of FRP cables and longevity of RC cable-stayed bridge[D]. Nanjing: Southeast University, 2012 (in Chinese).
|
|
ADIMI M R, RAHMAN A H, BENMOKRANE B. New Method for Testing Fiber-Reinforced Polymer Rods under Fatigue[J]. Journal of Composites for Construction,2000,4(4):206-213. DOI: 10.1061/(ASCE)1090-0268(2000)4:4(206)
|
|
ELREFAI A, WEST JS, SOUDKI K. Performance of CFRP tendon-anchor assembly under fatigue loading[J]. Composite Structures, 80(3): 352-360.
|
|
SONG ST, ZANG H, DUAN, N, et al. Experimental Research and Analysis on Fatigue Life of Carbon Fiber Reinforced Polymer (CFRP) Tendons[J]. Materials,2019,12(20):786-795.
|
|
XIE G H, TANG Y S, WANG C M, et al. Experimental study on fatigue performance of adhesively bonded anchorage system for CFRP tendons[J]. Composites: Part B,2018,150:47-59. DOI: 10.1016/j.compositesb.2018.05.047
|
|
诸葛萍, 丁勇, 侯苏伟, 等. 新型CFRP筋锚具优化设计及疲劳性能试验[J]. 工学版, 2014, 48(10):1822-1827, 1842.
ZHUGE P, DING Y, HOU S, et al. Optimization design and fatigue test of new CFRP tendon anchor assembly[J]. Journal of Zhejiang University (Engineering Science),2014,48(10):1822-1827, 1842(in Chinese).
|
|
张新越, 欧进萍. CFRP筋的疲劳性能[J]. 材料研究学报, 2006, 20(6):565-570. DOI: 10.3321/j.issn:1005-3093.2006.06.002
ZHANG X, OU J. Experimental study on fatigue behavior of CFRP bars[J]. Chinese Journal of Materials Research,2006,20(6):565-570(in Chinese). DOI: 10.3321/j.issn:1005-3093.2006.06.002
|
|
ODAGIRI T, MATSUMOTO K, NAKAI H. Fatigue and relaxation characteristics of continuous aramid fiber reinforced plastic rods[C]//Proceedings of the Third International Symposium on Non-metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3). Sapporo: Japan Concrete Institute, 1997, 2: 14-16.
|
|
ATUTIS E, VALIVONIS J, ATUTIS M. Experimental study of concrete beams prestressed with basalt fiber reinforced polymers under cyclic load[J]. Composite Structures,2018,Special Issue:389-396.
|
|
SCHMIDT J W, BENNITZ A, TÄLJSTEN B, et al. Mechanical anchorage of FRP tendons – A literature review[J]. Construction & Building Materials,2012,32:110-121.
|
|
SCHMIDT JW, BENNITZ A, TÄLJSTEN B, et al. Development of mechanical anchor for CFRP tendons using integrated sleeve[J]. Journal of Composites for Construction. 2010, 14(4): 397–405.
|
|
TERRASI GP, AFFOLTER C, BARBEZAT M. Numerical optimization of a compact and reusable pretensioning anchorage system for CFRP tendons[J]. Journal of Composites for Construction,2011,15(2):126-135. DOI: 10.1061/(ASCE)CC.1943-5614.0000080
|
|
张磊. 基于同源材料的FRP筋夹片式锚具优化设计及性能研究[D]. 南京: 东南大学, 2019.
ZHANG L. Study on optimization design for a wedge anchor of FRP tendon based on homologous materials and its performance[D]. Nanjing: Southeast University, 2019 (in Chinese).
|
|
ZHU H, DONG Z Q, WU G, et al. Experimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing[J]. Journal of Composites for Construction,2017,21(5):04017032. DOI: 10.1061/(ASCE)CC.1943-5614.0000811
|
|
SANTOH N. CFCC: Carbon Fiber Composite Cable[M]// Nanni A. Fiber-Reinforced-Plastic (FRP) Reinforcement for Concrete Structures. Amsterdam: Elsevier Science Publishers B. V., 1993: 223-248.
|
|
LOU T, LOPES S M R, LOPES A V. Numerical analysis of behaviour of concrete beams with external FRP tendons[J]. Construction and Building Materials,2012,35:970-978. DOI: 10.1016/j.conbuildmat.2012.04.055
|
|
GHALLAB A. Calculating ultimate tendon stress in externally prestressed continuous concrete beams using simplified formulas[J]. Engineering Structures,2013,46:417-430. DOI: 10.1016/j.engstruct.2012.07.018
|
|
GHALLAB A, BEEBY A W. Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams[J]. Cement & Concrete Composites,2005,27(9):945-957.
|
|
WANG X, SHI J, WU G, et al. Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique[J]. Engineering Structures,2015,101:34-44. DOI: 10.1016/j.engstruct.2015.06.052
|
|
史健喆; 汪昕; 吴智深. 采用同源材料夹片锚具的玄武岩纤维复材筋体外预应力加固混凝土梁受弯性能研究[J]. 工业建筑, 2019, 9:156-160.
SHI J, WANG X, WU Z. Flexural behavior of RC beams prestressed with external BFRP tendons using a composite-wedge anchorage[J]. Industrial Construction,2019,9:156-160(in Chinese).
|
|
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, 40(2):18-24. DOI: 10.3321/j.issn:1000-131X.2007.02.004
CAO G, FANG Z. Experimental study on the long-term behavior of concrete box girders prestressed with external CFRP tendons[J]. China Civil Engineering Journal,2007,40(2):18-24(in Chinese). DOI: 10.3321/j.issn:1000-131X.2007.02.004
|
|
高宏. 体外预应力FRP筋加固混凝土梁的疲劳性能研究[D]. 南京: 东南大学, 2006.
GAO H. Research of the fatigue performance of RC beams externally prestressed with FRP tendons[D]. Nanjing: Southeast University, 2006 (in Chinese).
|
|
BRAIMAH A, GREEN M F, CAMPBELL T I. Fatigue behaviour of concrete beams post-tensioned with unbonded carbon fibre reinforced polymer tendons[J]. Canadian Journal of Civil Engineering,2006,33(9):1140-1155. DOI: 10.1139/l06-063
|
|
GRACE N F. Response of continuous CFRP prestressed concrete bridges under static and repeated loadings[J]. PCI Journal,2000,45(6):84-102. DOI: 10.15554/pcij.11012000.84.102
|
|
Elrefai A, West J, Soudki K. Fatigue of reinforced concrete beams strengthened with externally post-tensioned CFRP tendons[J]. Construction and Building Materials,2012,29:246-256. DOI: 10.1016/j.conbuildmat.2011.10.014
|
|
朱虹. 新型预应力FRP筋预应力混凝土结构的研究[D]. 南京: 东南大学, 2004.
ZHU H. Study on concrete structure prestressed with FRP tendons[D]. Nanjing: Southeast University, 2004 (in Chinese).
|
|
GRACE N F, ENOMOTO T, YAGI K. Behavior of CFCC and CFRP Leadline prestressing systems in bridge construction[J]. PCI Journal,2002,47(3):90-103. DOI: 10.15554/pcij.05012002.90.103
|
|
程君. 体外预应力CFRP筋混凝土连续梁疲劳性能研究[D]. 南京: 东南大学, 2017.
CHENG J. Study on the fatigue behavior of reinforced concrete continuous beams prestressed with external CFRP tendons[D]. Nanjing: Southeast University, 2017 (in Chinese).
|
|
中华人民共和国住房和城乡建设部. GB 50608—2020 纤维增强复合材料工程应用技术标准[S]. 北京: 中国计划出版社, 2020.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD). GB 50608—2020 Technical standard for fiber reinforced polymer (FRP) in construction[S]. Beijing: China Planning Press, 2020 (in Chinese).
|
|
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. DOI: 10.1016/j.conbuildmat.2006.02.006
|
|
The International Federation for Structural Concrete (fib). fib MC2010 fib model code for concrete structures[S]. Hoboken, USA: Ernst & Sohn, 2010.
|
|
BSI Technical Committee B/525. BS 8110-1-1997 Structural use of concrete—Part 1: Code of practice for design and construction[S]. Britain: British Standard Institute, 1997.
|
|
PENG F, XUE W, TAN Y. Design approach for flexural capacity of prestressed concrete beams with external tendons[J]. Journal of Structural Engineering,2018,144(12):04018215. DOI: 10.1061/(ASCE)ST.1943-541X.0002208
|
|
DOLAN C W. Design recommendations for concrete structures prestressed with FRP tendons: FHWA contract, final report[R]. USA: Federal Highway Administration, 2001.
|
|
中华人民共和国住房和城乡建设部. GB 50010—2010 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2016.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD). GB 50010—2010 Code for design of concrete structures[S]. Beijing: China Architecture & Building Press, 2016 (in Chinese).
|
|
DU J S, YANG D, NG P L, et al. Response of concrete beams partially prestressed with external unbonded carbon fiber-reinforced polymer tendons[J]. Advanced Materials Research,2010,150-151:344-349. DOI: 10.4028/www.scientific.net/AMR.150-151.344
|
|
EL-REFAI A, WEST J, SOUDKI K. Strengthening of RC beams with external post-tensioned CFRP tendons. Case histories and use of FRP for prestressing applications[J]. ACI Special Publication,2007,245:123-142.
|
|
BENNITZ A, SCHMIDT J W, NILIMAA J, et al. Reinforced concrete t-beams externally prestressed with unbonded carbon fiber-reinforced polymer tendons[J]. ACI Structural Journal,2012,109(4):521-530.
|
|
JUNG W T, PARK J S, PARK Y H, et al. An experimental study on the flexural behavior of post-tensioned concrete beams with CFRP tendons[J]. Applied Mechanics and Materials,2013,351-352:717-721. DOI: 10.4028/www.scientific.net/AMM.351-352.717
|
|
AU F T, SU R K, TSO K, et al. Behaviour of partially prestressed beams with external tendons[J]. Magazine of Concrete Research,2008,60(6):455-467. DOI: 10.1680/macr.2008.60.6.455
|
|
TAN K, FAROOQ M, NG C, et al. Behavior of simple-span reinforced concrete beams locally strengthened with external tendons[J]. ACI Structural Journal,2001,98(2):174-183.
|
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