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논문 기본 정보

자료유형
학술저널
저자정보
H. Cifuentes (Universidad de Sevilla) F. Montero-Chacón (Universidad Loyola Andalucía) J. Galán (Universidad de Huelva) J. Cabezas (Universidad de Sevilla) A. Martínez-De la Concha (Universidad de Sevilla)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.13 No.6
발행연도
2019.9
수록면
693 - 712 (20page)

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초록· 키워드

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This paper presents a general procedure based on fracture mechanics models in order to analyze the level of cracking and structural safety in reinforced concrete elements at early ages, depending on the stripping time. Our procedure involves the development of a thermo-mechanical numerical model based on the finite element method that accounts for the change in the mechanical properties of concrete with time. Moreover, fracture mechanisms are analyzed by means of a material damage model, which is characterized via specific experimental results obtained for standard specimens and notched beams under three-point bending testing. The loading conditions are both thermal and mechanical, and are obtained from the hydration process for a given concrete dosage. The presented methodology allows for the determination of the optimal stripping time, whereas it helps assessing the analysis of the cracking and the stress states of the elements under consideration. A practical application, namely the analysis of a retaining wall, is used to validate our methodology, showing its suitability in engineering practice.

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Abstract
1. Introduction
2. Methodology
3. Material Characterization
4. Validation of the Thermo-mechanical Model
5. Applications
6. Conclusions
References

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