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SP-215: Field Applications of FRP Reinforcement: Case Studies最新文献

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FRP for Prestressing of Concrete Bridges in Canada FRP在加拿大混凝土桥梁预应力中的应用
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-08-01 DOI: 10.14359/12859
S. Rizkalla, G. Tadros
{"title":"FRP for Prestressing of Concrete Bridges in Canada","authors":"S. Rizkalla, G. Tadros","doi":"10.14359/12859","DOIUrl":"https://doi.org/10.14359/12859","url":null,"abstract":"Fiber reinforced polymer (FRP) materials are being used in a variety of configurations as an alternative reinforcement for new and strengthening civil engineering structures and bridges. These materials have high corrosion resistance, high strength and fatigue resistance. This paper describes two bridges that were built in Canada in 1993 and 1997 and are monitored to examine the long term behavior of FRP as prestressing reinforcement in severe environment and under normal traffic conditions. Also presented are summaries of the research work conducted by testing scale models to simulate the behavior of the girder and the deck slab.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124415875","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 12
Reinforcing of a Cathedral Tower with CFRP Laminates 用CFRP复合材料加固教堂塔楼
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-08-01 DOI: 10.14359/12880
J. G. Tumialan, D. Torrealva, E. Pasquel, A. Nanni
{"title":"Reinforcing of a Cathedral Tower with CFRP Laminates","authors":"J. G. Tumialan, D. Torrealva, E. Pasquel, A. Nanni","doi":"10.14359/12880","DOIUrl":"https://doi.org/10.14359/12880","url":null,"abstract":"An earthquake in June 2001 in Peru severely damaged the cathedral church of Arequipa that was first built in 1629. The cathedral is one of the most important neo classic monuments of Peru. This paper discusses the rehabilitation and repairing of the cathedral. Because of their light weight, tensile strength and ease of installation, fiber reinforced polymer (FRP) composites were chosen for the project. Described is the reinforcing strategy of the masonry right tower of the cathedral with carbon FRP laminates, used to provide tensile strength and confinement to the central core of the tower. After completing the CFRP installation, carved stone were placed on top of the laminates to keep the original appearance.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"45 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132163894","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Flexural Strengthening of Impacted PC Girder with FRP Composites FRP复合材料对冲击PC梁的抗弯加固
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-08-01 DOI: 10.14359/12869
R. Parretti, A. Nanni, J. Cix, C. Jones, R. Mayo
{"title":"Flexural Strengthening of Impacted PC Girder with FRP Composites","authors":"R. Parretti, A. Nanni, J. Cix, C. Jones, R. Mayo","doi":"10.14359/12869","DOIUrl":"https://doi.org/10.14359/12869","url":null,"abstract":"This paper reports on the use of externally bonded fiber reinforced polymer (FRP) laminates for flexural strengthening of an impacted precast prestressed concrete (PC) girder. The strengthening methodology described is indicated in all those cases where the deficiency is located on the tension side of the concrete cross-section, leading to the best and economical use of emerging materials such as composites.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134644681","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 8
CFRP Prestressed Concrete Lighting Columns CFRP预应力混凝土灯柱
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-08-01 DOI: 10.14359/12858
G. Terrasi, J. Lees
{"title":"CFRP Prestressed Concrete Lighting Columns","authors":"G. Terrasi, J. Lees","doi":"10.14359/12858","DOIUrl":"https://doi.org/10.14359/12858","url":null,"abstract":"Aspects of the design and installation of a novel carbon fibre reinforced polymer (CFRP) prestressed high strength concrete lighting column (Carbolith®) are presented. The tapered cylindrical columns have a nominal height of 8 m and contain an opening above the foundation to allow for the insertion of the lamp fuse box. The bending/torsion behaviour of a total of five full-scale prototype columns was tested in accordance with the relevant European standards (EN). In the experimental programme, the location of the fuse box opening relative to the loading direction was varied. All five poles fulfilled the EN serviceability and ultimate limit state requirements for lighting columns in pedestrian and/or low speed lightly trafficked areas. This successful outcome has lead to the first field application of the CFRP prestressed concrete lighting columns.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125061142","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 18
Flexural Strengthening of Masonry Walls in a High School Using FRP Bars 某中学砖墙FRP筋抗弯加固
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-08-01 DOI: 10.14359/12881
J. G. Tumialan, N. Galati, A. Nanni, D. Tyler
{"title":"Flexural Strengthening of Masonry Walls in a High School Using FRP Bars","authors":"J. G. Tumialan, N. Galati, A. Nanni, D. Tyler","doi":"10.14359/12881","DOIUrl":"https://doi.org/10.14359/12881","url":null,"abstract":"The paper discusses the strengthening of unreinforced masonry (URM) walls subjected to overstresses by using fiber reinforced polymer (FRP) composites in the form of laminates. In addition to their mechanical properties, advantages of FRP composites include lower installation costs, improved corrosion resistance, on-site flexibility of use, and minimum changes in the member size after repair. The disturbance of the occupants of the facility is also minimized and there is minimal loss of usable space during strengthening.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"41 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127790776","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 5
Carbon FRP Strengthening of PCCP Aqueducts PCCP渡槽的碳玻璃钢加固
SP-215: Field Applications of FRP Reinforcement: Case Studies Pub Date : 2003-07-08 DOI: 10.1061/40690(2003)54
T. Alkhrdaji, T. Thomas
{"title":"Carbon FRP Strengthening of PCCP Aqueducts","authors":"T. Alkhrdaji, T. Thomas","doi":"10.1061/40690(2003)54","DOIUrl":"https://doi.org/10.1061/40690(2003)54","url":null,"abstract":"The paper discusses the Providence Water Supply Board's evaluation of a main water pipeline condition by using nondestructive testing. This evaluation program was necessary because a portion of the prestressed concrete cylinder pipe (PCCP) water main blew out in Cranston, Rhode Island in November 1996 releasing 57 to 76 million liters (15 to 20 million gallon) of water through residential streets; and the possibility that another section of the pipe may not be able to resist the design forces. This paper provides a description of the design, application, and full-scale load testing of the FRP liner for the rehabilitation of the pipeline.","PeriodicalId":354815,"journal":{"name":"SP-215: Field Applications of FRP Reinforcement: Case Studies","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-07-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129819978","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
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