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고강도섬유보강콘크리트부재의 이음성능에 관한 실험 연구An Experimental Study on the Flexural Performance of Lap Spliced Ultra High Strength Fiber Reinforced Concrete Members
- Other Titles
- An Experimental Study on the Flexural Performance of Lap Spliced Ultra High Strength Fiber Reinforced Concrete Members
- Issue Date
- Nov-2021
- Publisher
- 한국콘크리트학회
- Citation
- 한국콘크리트학회 2021년 가을 학술대회 논문집, v.33, no.2, pp.83 - 84
- Indexed
- OTHER
- Journal Title
- 한국콘크리트학회 2021년 가을 학술대회 논문집
- Volume
- 33
- Number
- 2
- Start Page
- 83
- End Page
- 84
- Abstract
- The purpose of this study is to evaluate the safety of lap-spliced length calculated through the current design codes or guidelines for concrete structures. In order to find the conditions and details for exhibiting stable flexural behavior in the actual situation, a bending test of a lap-spliced beam was performed. The main variable was planned as the volume fraction of fibers and splice length, and it was confirmed that the inclusion of fibers resulted in an increase in the flecxural performance of member as the cracking strength was enhanced. And specimens with longer splice length have shown higher flexural strength, either.
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Choi, Chang Sik
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)