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    题名: Repair of corroded prestressed concrete piles of harbor landing stages
    作者: 王仲宇;Lin, Tseng-Cheng;Jeng, Chyuan-Hwan;Wang, Chung-Yue;Jou, Ting-Hung
    贡献者: 工學院土木工程學系
    关键词: Bond strength;Carbon fiber reinforced plastics;Cathodic protection;Concrete;Corrosion;Energy dissipation;Harbors;Landing;Mathematical analysis;Piles;Polycarbonates;Polymers;Prestressed concrete;Repair & maintenance;Studies;Wharves
    日期: 2012-09-01
    上传时间: 2026-04-21 13:29:59 (UTC+8)
    出版者: American Concrete Institute;Farmington Hills: American Concrete Institute
    摘要: 摘要: Corrosion and deterioration of concrete piles are common problems for wharf structures. In Taiwan, corroded prestressed concrete (PC) piles supporting landing stage structures are frequently repaired and strengthened using carbon fiber-reinforced polymer (CFRP) jacketing. This paper presents an investigation on corroded and CFRP-repaired PC piles for landing stage structures. Seven reduced-scale PC pile specimens were tested to investigate their cyclic lateral load-carrying behavior. Four types of specimens were made to simulate four different levels of corrosion severity. Three corroded specimens were repaired using the CFRP jacketing prior to testing. The experimental results showed that the CFRP jacketing is rather efficient in terms of lateral strength, capacity for deformation and energy dissipation, and stiffness degradation, and is effective in repairing the seismic-resistance capacity of the corroded specimens. This study also conducted finite element (FE) analyses to analyze the tests of the seven specimens, achieving good corroboration between the analytical results and the tests.
    出版者: Farmington Hills: American Concrete Institute
    出版日期: 2012-09-01
    出處: ACI structural journal, 2012-09, Vol.109 (5), p.715-715
    版權: Copyright American Concrete Institute Sep/Oct 2012
    識別號: ISSN: 0889-3241
    識別號: EISSN: 1944-7361
    識別號: DOI: 10.14359/51684049
    显示于类别:[土木工程學系 ] 期刊論文

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