복합소재를 활용한 곡면 패널 실대형 실험체의 구조 성능 평가
(주)코리아스칼라
- 최초 등록일
- 2023.04.05
- 최종 저작일
- 2018.06
- 7페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 9권 / 2호
ㆍ저자명 : 박희범, 박종섭, 강재윤, 정우태
목차
Abstract
1. 서 론
2. 복합소재 실대형 곡면패널의 구조거동분석을 위한 실험
2.1 개요
2.2 계측 방법 및 센서 설치
2. 실험 결과
3. 유한요소해석
3.1 개 요
3.2 해석 모델링
3.3 해석 결과
4. 결 론
REFERENCES
영어 초록
FRP is a new material that has light, high strength and high durability characteristics and is emerging as a third construction material in and out of countries. However, very few studies have been done on curved FRP construction materials that can be used for tunnels or arched bridges. In particular, many joints are required for the application of curved panels to the open cut tunnel. Experimental data on the performance of the joint is required due to insufficient design criteria. The purpose of this study is to analyze the structural performance of real size, composite materials curved panels. To achieve this goal, curved panels were constructed and bending performance was tested. A numerical analysis was also performed and compared with the results of the test. The results of the test showed that the average load was 757.6 kN and the average displacement of bottom was measured at 53.12 mm. Compression stress on the upper flange and tensile stress on the lower flange were within acceptable limits of 50% of the allowable stress.
참고 자료
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