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Durability of CFRP Prestressing Strands for Concrete Members

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서명/저자사항Durability of CFRP Prestressing Strands for Concrete Members.
개인저자Alla, Omar Khalaf.
단체저자명North Carolina State University. Civil Engineering.
발행사항[S.l.]: North Carolina State University., 2018.
발행사항Ann Arbor: ProQuest Dissertations & Theses, 2018.
형태사항160 p.
기본자료 저록Dissertation Abstracts International 79-12B(E).
Dissertation Abstract International
ISBN9780438283374
학위논문주기Thesis (Ph.D.)--North Carolina State University, 2018.
일반주기 Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
Advisers: Mohammad Pour-Ghaz
요약The research reported in this dissertation investigates the durability and behavior of CFRP prestressing strands used in concrete members. The research focuses on the synergistic effect of environmental conditions and sustained loading on the be
요약This study included a comprehensive experimental program consisting of three phases. The first phase included testing the constituent materials of CFRP strands, carbon fibers and epoxy resin, to evaluate their mechanical properties and durabilit
요약Test results and research findings were used to make design recommendations for the usage of CFRP strands for prestressing of concrete members especially in areas where steel prestressing strands are susceptible to corrosion.
일반주제명Civil engineering.
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