Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
This research aimed to gain a better understanding of how the addition of fiber influences the punching shear capacity of two-way slabs by conducting an experiment into the structural behavior of flat slabs with and without a square opening using different volume fractions of hybrid steel-polypropylene fiber (0%, 0.9%, 1.05% and 1.8%). Ten 700 × 700 × 70 mm slabs were divided into five pairs, with two samples used as control samples (with and without openings), and eight other samples with different volume fraction of fibers. Results showed that an increase in fiber content enhanced the shear strength of the slabs. For example, as the volume fraction of hybrid fiber increased from 0.0 to 1.8%, the ultimate load increased by 52% for slabs without an opening and up to 42% for slabs with an opening.
Słowa kluczowe
Rocznik
Tom
Strony
3--17
Opis fizyczny
bibliogr. 26 poz., rys., tab., wykr., zdj.
Twórcy
autor
- University of Thi-Qar, College of Engineering, 64001, Iraq
autor
- Mazaya University College, Civil Engineering Department, Iraq
Bibliografia
- American Concrete Institution [ACI] (2005). Building code requirements for structural concrete and commentary (ACI 318R-05). Farmington Hills: American Concrete Institution.
- ASTM International [ASTM] (2013). Standard specification for concrete aggregates (ASTM C33/C33M-13). West Conshohocken, PA: ASTM International.
- ASTM International [ASTM] (2015). Standard specification for deformed and plain carbon-steel bars for concrete reinforcement (ASTM A615/A615M-15a). West Conshohocken, PA: ASTM International.
- ASTM International [ASTM] (2019). Standard specification for chemical admixtures for concrete (ASTM C494/C494M-19). West Conshohocken, PA: ASTM International.
- ASTM International [ASTM] (2021). Standard specification for portland cement (ASTM C150/C150M-21). West Conshohocken, PA: ASTM International.
- Afroughsabet, V. & Ozbakkaloglu, T. (2015). Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers. Construction and Building Materials, 94, 73-82.
- Alhozaimy, A., Soroushian, P. & Mirza, F. (1996). Mechanical properties of polypropylene fiber reinforced concrete and the effects of pozzolanic materials. Cement and Concrete Composites, 18 (2), 85-92.
- Banthia, N. & Gupta, R. (2006). Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete. Cement and Concrete Research, 36 (7), 1263-1267.
- Banthia, N., Majdzadeh, F., Wu, J. & Bindiganavile, V. (2014). Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear. Cement and Concrete Composites, 48, 9197.
- Barrera, A., Bonet, J., Romero, M. L. & Miguel, P. (2011). Experimental tests of slender reinforced concrete columns under combined axial load and lateral force. Engineering Structures, 33 (12), 3676-3689.
- Brandt, A. M. (2008). Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering. Composite Structures, 86 (1-3), 3-9.
- British Standards Institution [BSI] (1991). Testing concrete. Part 116: method for determination of compressive strength of concrete cubes (BS 1881-116). London: British Standards Institution.
- Chi, Y., Xu, L., Mei, G., Hu, N., & Su, J. (2014). A unified failure envelope for hybrid fibre reinforced concrete subjected to true triaxial compression. Composite Structures, 109, 31-40.
- Chi, Y., Xu, L. & Yu, H. S. (2014). Constitutive modeling of steel-polypropylene hybrid fiber reinforced concrete using a non-associated plasticity and its numerical implementation. Composite Structures, 111, 49-509.
- Di Prisco, M. & Felicetti, R. (1997). Some results on punching shear in plain and fibre-reinforced micro-concrete slabs. Magazine of Concrete Research, 49 (180), 201219.
- Dry, C. (1994). Matrix cracking repair and filling using active and passive modes for smart timed release of chemicals from fibers into cement matrices. Smart Materials and Structures, 3 (2), 118.
- Gu, D. S., Wu, Y. F., Wu, G. & Wu, Z. S. (2012). Plastic hinge analysis of FRP confined circular concrete columns. Construction and Building Materials, 27 (1), 223-233.
- Issa, M. S., Metwally, I. M. & Elzeiny, S. M. (2011). Influence of fibers on flexural behavior and ductility of concrete beams reinforced with GFRP rebars. Engineering Structures, 33 (5), 1754-1763.
- Kuang, J. S. & Morley, C. T. (1993). Punching shear behavior of restrained reinforced concrete slabs. Structural Journal, 89 (1), 13-19.
- Labib, W. A. (2020). Evaluation of hybrid fibre-reinforced concrete slabs in terms of punching shear. Construction and Building Materials, 260, 119763.
- Mansour, F. R., Bakar, S. A., Ibrahim, I. S., Marsono, A. K., & Marabi, B. (2015). Flexural performance of a precast concrete slab with steel fiber concrete topping. Construction and Building Materials, 75, 112120.
- Paulay, T. & Priestley, M. J. N. (1993). Seismic design of reinforced concrete and masonry buildings. Hoboken: John Wiley & Sons.
- Qian, C. & Stroeven, P. (2000). Development of hybrid polypropylene-steel fibre-reinforced concrete. Cement and concrete Research, 30 (1), 63-69.
- Sivakumar, A. (2011). Influence of hybrid fibres on the post crack performance of high strength concrete. Part I: experimental investigations. Journal of Civil Engineering and Construction Technology, 2 (7), 147-159.
- Xu, L., Xu, H., Chi, Y. & Zhang, Y. (2011). Experimental study on tensile strength of steel-polypropylene hybrid fiber reinforced concrete. Advanced Science Letters, 4 (3), 911-916.
- Yao, W., Li, J. & Wu, K. (2003). Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction. Cement and Concrete Research, 33 (1), 27-30.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6f4351b7-4a66-4ade-92a0-d46b3f671938