Detailed Information
Cited 0 time in 
Cited 0 time in 
Cited 0 time in
Metadata Downloads
인장을 가하지 않은 강연선 PC보의 휨성능 평가Flexural Performance Assessment of PC Beam Reinforced by Untensioned Strand
- Other Titles
- Flexural Performance Assessment of PC Beam Reinforced by Untensioned Strand
- Issue Date
- Nov-2010
- Publisher
- 한국구조물진단유지관리공학회
- Citation
- 한국구조물진단유지관리공학회 학술발표회 논문집 , v.13, no.2, pp 499 - 502
- Pages
- 4
- Indexed
- OTHER
- Journal Title
- 한국구조물진단유지관리공학회 학술발표회 논문집
- Volume
- 13
- Number
- 2
- Start Page
- 499
- End Page
- 502
- Abstract
- In this study, Flexural behavior of PC Beams parts of tension reinforcied bar transfer within untensioned prestressing strand. Test parameters in this experimental study were D25 reinforcied bar and φ12.7 strand tension use modifications of tension member, and 5 specimens produced. On this tests, all specimens flexural capacites is sufficient, but untensioned strand-reinforcied bar ratio of tension member, increase where deflection will increase, ductillity also falls. If untensioned strand-reinforcied bar ratio of tension member is high, deflection and ductillity must consider the fact that will fall, and don't used only untensioned strand of tension member.
- Files in This Item
- Go to Link
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Related Researcher
- Noh, Sam Young
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)