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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.80 No.3
- 발행연도
- 2021.11
- 수록면
- 301 - 312 (12page)
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초록· 키워드
오류제보하기
In order to ensure the safety of glass fiber reinforced polymer (GFRP)-concrete composite bridge deck, its static and fatigue behaviors were studied by both experimental and numerical method in this paper. First, static and fatigue loading tests were carried out to investigate the mechanical properties of the GFRP-concrete composite slab. The experimental results indicated that the composite bridge deck had a good fatigue resistance. Then, a finite element model was built and the accuracy of the model was verified by comparing the simulated results with the static experiment. Third, corresponding constitutive models and failure criterions were introduced to simulate the fatigue performance of GFRP-concrete composite slab by using both finite element method and theoretical layered method. Generally, the calculated values were in good agreement with the test values, and the proposed method can be used to predict the deflection and strain of the components. Finally, parametric analysis was conducted to investigate the stiffness degradation of the composite structure.
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참고문헌 (43)
참고문헌 신청
1999 / ACI 318, Building Code Requirements for Structural Concrete and Commentary / American Concrete Institute
Alnahhal, W. / 2008 / Composite behavior of hybrid FRP-concrete bridge decks on steel girders / Compos. Struct 84(1):29~43
Aravind, N. / 2015 / Flexural strengthening of reinforced concrete (RC)beams retrofitted with corrugated glass fiber reinforced polymer (GFRP) laminates / Curv. Layer. Struct 2(1):244~253
Banjara, N. K. / 2017 / Experimental and numerical investigations on the performance evaluation of shear deficient and GFRP strengthened reinforced concrete beams / Constr. Build. Mater 137:520~534
Campbell, F. C. / 2010 / Structural Composite Materials / ASM International
Alnahhal, W. / 2008 / Composite behavior of hybrid FRP-concrete bridge decks on steel girders / Compos. Struct 84(1):29~43
Aravind, N. / 2015 / Flexural strengthening of reinforced concrete (RC)beams retrofitted with corrugated glass fiber reinforced polymer (GFRP) laminates / Curv. Layer. Struct 2(1):244~253
Banjara, N. K. / 2017 / Experimental and numerical investigations on the performance evaluation of shear deficient and GFRP strengthened reinforced concrete beams / Constr. Build. Mater 137:520~534
Campbell, F. C. / 2010 / Structural Composite Materials / ASM International
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