| LDR | | 01959nmm uu200385 4500 |
| 001 | | 000000332207 |
| 005 | | 20240805170402 |
| 008 | | 181129s2018 |||||||||||||||||c||eng d |
| 020 | |
▼a 9780438283374 |
| 035 | |
▼a (MiAaPQ)AAI10969822 |
| 040 | |
▼a MiAaPQ
▼c MiAaPQ
▼d 248032 |
| 082 | 0 |
▼a 624 |
| 100 | 1 |
▼a Alla, Omar Khalaf. |
| 245 | 10 |
▼a Durability of CFRP Prestressing Strands for Concrete Members. |
| 260 | |
▼a [S.l.] :
▼b North Carolina State University.,
▼c 2018 |
| 260 | 1 |
▼a Ann Arbor :
▼b ProQuest Dissertations & Theses,
▼c 2018 |
| 300 | |
▼a 160 p. |
| 500 | |
▼a Source: Dissertation Abstracts International, Volume: 79-12(E), Section: B. |
| 500 | |
▼a Advisers: Mohammad Pour-Ghaz |
| 502 | 1 |
▼a Thesis (Ph.D.)--North Carolina State University, 2018. |
| 520 | |
▼a 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 |
| 520 | |
▼a 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 |
| 520 | |
▼a 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. |
| 590 | |
▼a School code: 0155. |
| 650 | 4 |
▼a Civil engineering. |
| 690 | |
▼a 0543 |
| 710 | 20 |
▼a North Carolina State University.
▼b Civil Engineering. |
| 773 | 0 |
▼t Dissertation Abstracts International
▼g 79-12B(E). |
| 773 | |
▼t Dissertation Abstract International |
| 790 | |
▼a 0155 |
| 791 | |
▼a Ph.D. |
| 792 | |
▼a 2018 |
| 793 | |
▼a English |
| 856 | 40 |
▼u http://www.riss.kr/pdu/ddodLink.do?id=T15001272
▼n KERIS |
| 980 | |
▼a 201812
▼f 2019 |
| 990 | |
▼a 관리자 |