리브를 갖는 유리섬유 보강 폴리머 콘크리트 복합패널의 휨 특성
Flexural Properties of Glass Fiber Reinforced Polymer Concrete Composite Panel
0
조회
0
다운로드
2
인용
0
참고문헌
초록
Abstract
In this study, twelve different glass fiber reinforced polymer concrete composite panel specimens with various rib heights and tensile side and reinforced side thickness were produced, and the flexural tests were conducted to figure out the effect of the height and thickness influencing on the flexural properties of composite panel. Test results of the study are presented. Especially, a prediction equation of the ultimate moment based on the strength design method agrees well with the test results, and it is thought to be useful for the corresponding design of cross-section according to various spans as the glass fiber reinforced polymer concrete composite panel is applied for a permanent mold.
참고문헌 (6)
- "“Recent Progress of the Researches of Concrete Polymer Composite in Korea"", 2, pp.17~34 (2003)
- "“Workability and Strength Properties of MMA-Modified UP Polymer Concrete", 23(5), pp.385~398 (2003), Journal of Polymer Engineering
- "“Flexural Behaviors of Steel and GFRP Reinforced Polymer Concrete T-Beam" (2004), Kangwon National University
- "“Flexural Behavior of High-Strength Fiber Reinforced Concrete Beams", pp.279~287 (1993)
- "“Flexural Behavior of Polymer Concrete Beams The University of Texas at Austin" (1984)
- "“Flexural Behavior of Conventionally Reinforced Polyester Concrete Beams The University of Cincinnati" (1972)