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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.12 No.4
- 발행연도
- 2018.5
- 수록면
- 439 - 452 (14page)
이용수
초록· 키워드
오류제보하기
The article handles potential approaches to design and determination of total load capacity of foundation slabs and floors. The research is focused on punching shear failure of reinforced ground supported slab. The article presents detailed results of the experiment made and advanced numerical modelling based on nonlinear analysis and application of fracture-plastic model. The experiment made included a 2.0 × 1.95 m reinforced concrete slab-on-ground of 120 mm thickness. The experiment was followed by a parametric study of total load capacity calculation with nonlinear analysis which is supplemented by calculations based on existing design model code.
목차
Abstract
1. Introduction
2. Research Significance
3. Methodology and Procedures Experiment
4. Calculation of Load Capacity of Tested Slab
5. Conclusion and Discussion
References
참고문헌 (37)
참고문헌 신청
Aboutalebi, M., Alani, A., Rizzuto, J., & Beckett, D. (2014). Structural behaviour and deformation patterns in loaded plain concrete ground-supported slabs. Structural Concrete, 15(1), 81?93. https://doi.org/10.1002/suco.201300043.
Alani, A. M., & Beckett, D. (2013). Mechanical properties of a large scale synthetic fibre reinforced concrete ground slab. Construction and Building Materials, 41, 335?344. https:// doi.org/10.1016/j.conbuildmat.2012.11.043.
ASCE. (1982). Finite element analysis of reinforced concrete. State of the Art Rep. No. 1982.
Barzegar, F. (1988). Layering of RC membrane and plate elements in nonlinear analysis. Journal of the Struct. Div., 114(11), 2474?2492.
Bazant, Z. P., Caner, F. C., Carol, I., Adley, M. D., & Akers, S. A. (2000). Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress. Journal of Engineering Mechanics ASCE, 126(9), 944?961.
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