[1] |
American Water Works Association. Design of prestressed concrete cylinder pipe[S]. USA: AWWA, 2014: 144.
|
[2] |
ZHANG X, WU J, HOU C, et al. An analytical solution for stress transfer between a broken prestressing wire and mortar coating in PCCP[J]. Materials, 2022, 15(16), 5779.
|
[3] |
Washington Suburban Sanitary Commission. WSSC pipeline design manual amendment proposed 80-foot setback[R]. Laurel, Maryland: WSSC, 2012.
|
[4] |
BALL R T, MOORE W G, SMITH D L, et al. Prestressed concrete cylinder pipe rehabilitation repair and replacement: large diameter success stories[J]. Florida Water Resources Journal, 2012,6(9): 4-10.
|
[5] |
WALSH T L, HODGE D S. Overcoming the challenges of replacing 20 km of defective 1 524 mm diameter PCCP[C]//Proceedings of the Pipelines in the Constructed Environment. San Diego, California: 1998.
|
[6] |
ZHAO L, DOU T, CHENG B, et al. Experimental study on the reinforcement of prestressed concrete cylinder pipes with external prestressed steel strands[J]. Applied Sciences, 2019, 9(1): 149-167.
|
[7] |
ZHAO L, DOU T, CHENG B, et al. Theoretical study and application of the reinforcement of prestressed concrete cylinder pipes with external prestressed steel strands[J]. Applied Sciences, 2019, 9(24): 248-247.
|
[8] |
ELNAKHAT H, RAYMOND R. Repair of PCCP by post tensioning[C]//Proceedings of the Pipelines 2006. Chicago, IL, United States: 2006.
|
[9] |
ZHAI K, FANG H, FU B, et al. Mechanical response of externally bonded CFRP on repair of PCCPs with broken wires under internal water pressure[J]. Construction and Building Materials, 2020, 239: 1-10.
|
[10] |
ZHAI K, FANG H, GUO C, et al. Strengthening of PCCP with broken wires using prestressed CFRP[J]. Construction and Building Materials, 2021, 267: 1-11.
|
[11] |
STINE G P, STIFT M T. Rehabilitation of 183-cm PCCP with Steel Plate Liners[C]//Proceedings of the Pipelines in the Constructed Environment. San Diego, California: 1998.
|
[12] |
RAHMAN S, SMITH G, MIELKE R, et al. Rehabilitation of large diameter PCCP: relining and sliplining with steel pipe[M]//Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less. Reston: American Society of Civil Engineers,2012: 494-504.
|
[13] |
PRIDMORE A B, OJDROVIC R P. Trenchless Repair of Concrete Pipelines Using Fiber-Reinforced Polymer Composites[M]//Karbhari V M. Rehabilitation of Pipelines Using Fiber-reinforced Polymer (FRP) Composites. Woodhead Publishing, 2015: 17-38.
|
[14] |
ZARGHAMEE M S, ENGINDENIZ M. CFRP renewal of PCCP-an overview[C]//Proceedings of the Pipelines 2014. Portland, OR, United States: 2014.
|
[15] |
HENRY G, LARSEN M, OLINGER G. Trenchless repair of coastal water authority’s 60-Inch PCCP pipeline along independence parkway[C]//Proceedings of the Pipelines 2019. Nashville, TN, United States: 2019.
|
[16] |
GIPSOV M P, ENGINDENIZ M, OJDROVIC R O. Performance of CFRP-Lined PCCP with continuing wire breakage[C]//Proceedings of the Pipelines 2019. Nashville, TN, United States: 2019.
|
[17] |
ENGINDENIZ M, ZARGHAMEE M S. Experimental basis of CFRP renewal of PCCP[C]//Proceedings of the Pipelines 2014. Portland, OR, United States: 2014.
|
[18] |
ZARGHAMEE M S. Hydrostatic pressure testing of prestressed concrete cylinder pipe with broken wires[Z]. International Conference on Pipeline Engineering and Construction. Baltimore, MD, United states: American Society of Civil Engineers, 2003: 294-303.
|
[19] |
窦铁生, 程冰清, 胡赫, 等. 预应力钢筒混凝土管结构变形规律的原型试验研究Ⅰ:内压[J]. 水利学报, 2017, 48: 1438-1446.
|
[20] |
窦铁生, 程冰清, 胡赫, 等. CFRP修复PCCP的内水压试验 [J]. 混凝土与水泥制品, 2017(12): 35-40.
|
[21] |
HU B, FANG H, WANG F, et al. Full-scale test and numerical simulation study on load-carrying capacity of prestressed concrete cylinder pipe (PCCP) with broken wires under internal water pressure[J]. Engineering Failure Analysis, 2019, 104: 513-530.
|
[22] |
HU H, DOU T, NIU F, et al. Experimental and numerical study on CFRP-lined prestressed concrete cylinder pipe under internal pressure[J]. Engineering Structures, 2019, 190: 480-492.
|
[23] |
赵丽君, 窦铁生, 程冰清, 等. 预应力钢筒混凝土管体外预应力加固试验研究[J]. 水利学报, 2019, 50(7): 844-853.
|
[24] |
窦铁生, 程冰清, 胡赫, 等. CFRP修复PCCP断丝管的试验研究[J]. 中国水利水电科学研究院学报, 2019, 17(1): 68-74.
|
[25] |
窦铁生, 董晓农, 章煊, 等. PCCP断丝破坏规律Ⅰ:原型试验研究[J]. 水利学报, 2023, 54(12): 1430-1439.
|
[26] |
CHENG B, DOU T, XIA S, et al. Mechanical properties and loading response of prestressed concrete cylinder pipes under internal water pressure[J]. Engineering Structures, 2020, 216, 110674.
|
[27] |
翟科杰, 方宏远, 付兵, 等. 断丝PCCP管道外贴CFRP修复足尺模型试验研究[J]. 岩土工程学报, 2019, 41(1): 157-160.
|
[28] |
熊欢. 南水北调超大口径PCCP预应力分析模型与试验研究[D]. 北京:清华大学, 2010.
|
[29] |
胡赫. CFRP修复预应力钢筒混凝土管(PCCP)内压试验与数值分析[D]. 北京:中国水利水电科学研究院, 2017.
|
[30] |
HU H, NIU F, DOU T, et al. Rehabilitation effect evaluation of CFRP-lined prestressed concrete cylinder pipe under combined loads using numerical simulation[J]. Mathematical Problems in Engineering, 2018, 2018: 1-18.
|
[31] |
窦铁生, 程冰清, 夏世法, 等. CFRP内衬法加固预应力钢筒混凝土管的内水压力试验研究 [J]. 混凝土与水泥制品, 2021(11): 44-48.
|
[32] |
ZARGHAMEE M S, EGGERS D W, OJDROVIC R P. Finite-element modeling of failure of PCCP with broken wires subjected to combined loads[C]//Proceedings of the Pipelines 2002. Cleveland, OH, United States: 2002.
|
[33] |
窦铁生, 胡赫, 杨进新, 等. PCCP断丝数量对内压承载力的影响[J]. 混凝土与水泥制品, 2015(7): 35-37.
|
[34] |
钟胜, 冯新, 赵琳, 等. 大型PCCP断丝效应的数值模型对比研究 [J]. 市政技术, 2017, 35(3): 109-114.
|
[35] |
LEE Y, LEE E T. Analysis of prestressed concrete cylinder pipes with fiber reinforced polymer[J]. KSCE Journal of Civil Engineering, 2015, 19(3): 682-688.
|
[36] |
LEE Y. Analysis of Prestressed Concrete Cylinder Pipes for Rehabilitation[D]. USA: University of California, 2011.
|
[37] |
SUN Y Y, HU S W, HUANG Y Q, et al. Analytical stress model for embedded bar-wrapped cylinder concrete pressure pipe under internal load[J]. Thin-Walled Structures, 2020, 149, 106540.
|
[38] |
胡少伟, 刘晓鑫. PCCP管道结构承受内水压的全过程分析 [J]. 水利水电科技进展, 2011, 31(2): 71-73.
|
[39] |
董晓农, 李萌, 孙志恒, 等. 预应力钢筒混凝土管内壁复式碳纤维加固试验与计算分析[J]. 水利学报, 2019, 50(6): 780-786.
|
[40] |
董晓农. 预应力钢筒混凝土管(PCCP)内壁复式碳纤维加固技术的研究[D]. 北京:中国水利水电科学研究院, 2019.
|
[41] |
孙志恒, 董晓农, 郝巨涛, 等. PCCP内壁复式碳纤维加固技术及应力计算分析 [J]. 水利水电技术, 2018, 49(7): 88-93.
|
[42] |
TIMOSHENKO S P, GOODIER J N. Theory of elasticity[M]. New York: McGraw-Hill, 1970.
|