자료유형 | 학위논문 |
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서명/저자사항 | Durability of CFRP Prestressing Strands for Concrete Members. |
개인저자 | Alla, Omar Khalaf. |
단체저자명 | North Carolina State University. Civil Engineering. |
발행사항 | [S.l.]: North Carolina State University., 2018. |
발행사항 | Ann Arbor: ProQuest Dissertations & Theses, 2018. |
형태사항 | 160 p. |
기본자료 저록 | Dissertation Abstracts International 79-12B(E). Dissertation Abstract International |
ISBN | 9780438283374 |
학위논문주기 | Thesis (Ph.D.)--North Carolina State University, 2018. |
일반주기 |
Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B.
Advisers: Mohammad Pour-Ghaz |
요약 | The 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 |
요약 | This 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 |
요약 | Test 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. |
일반주제명 | Civil engineering. |
언어 | 영어 |
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: 이 자료의 원문은 한국교육학술정보원에서 제공합니다. |