아스팔트 콘크리트 포장의 Top-down Cracking(TDC)의 분석을 위한 유한요소해석 모형 개발

• 영문명: Development of the Finite Element Modeling(FEM) against the Flexible Pavement Response for Evaluate the Top down Cracking(TDC)
• 발행기관: 한국퍼실리티매니지먼트학회
• 저자명: 김낙석(Kim naksuk) 박성룡(Park sungryong) 조명환(Joh myungwhan)
• 간행물 정보: 『한국퍼실리티매니지먼트학회지』Vol.5 No.1, 34~39쪽, 전체 6쪽
• 주제분류: 사회과학 > 지역개발
• 파일형태: PDF
• 발행일자: 2005.12.30

영문 초록

The asphalt pavement is generally cracked by the weight at cars. Especially TDC(Top-Down Cracking) means asphalt is cleaved flam top to bottom. TDC(Top-Down Cracking) is a little strange to domestic scholar, First the three-dimension Finite Element Modeling(FEM) needs to be developed to study TDC further. When comparing the analytic consequence of FEM with that of the existing model, they rarely have difference. Their difference is only that the existing model is two dimension analytic model. whereas newly developed model is three dimension model. More Studies need to be conducted.

목차

Abstact

1. 서론

2. 문헌연구

3. 유한요소해석 모형 개발

4. 3차원 유한요소해석 모형 검증

5. 결론

참고문헌