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Tests of residual shear transfer strength of concrete exposed to fire

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Języki publikacji
EN
Abstrakty
EN
Reinforced concrete is one of the most widely used structural components about which much scientific research has been conducted; however, some of its characteristics still require further research. The main focus of this study is the effect of direct fire on the shear transfer strength of concrete. It was investigated under several parameters including concrete strength, number of stirrup legs (the steel area across the shear plane), and fire duration. The experimental program involved the testing of two sets (groups) of specimens (12 specimens each) with different concrete strengths. Each set contained specimens of two or four stirrup legs exposed to direct fire from one side (the fire was in an open area to simulate a real-life event) for a duration of one, two, and three hours. The results of the comparison showed the importance of using high-performance concrete (instead of increasing the number of stirrup legs) to resist shear stress for the purpose of safety. A significant reduction in shear strength occurred due to the deterioration of the concrete cover after three hours of direct fire exposure.
Rocznik
Strony
187--199
Opis fizyczny
Bibliogr. 18 poz., il., tab.
Twórcy
  • Al-Qadisiyah University, Civil Engineering Department, Al-Diwania, Iraq
  • Al-Qadisiyah University, Roads and Transports Department, Al-Diwania, Iraq
Bibliografia
  • 1. Xuehui A.N., Maekawa K., Okamura H., “Numerical simulation of size effect in shear strength of RC beams”, Doboku Gakkai Ronbunshu, 1997 (564): 297-316, 1997.
  • 2. Zhao P., Kang S., Yang B., “Shear Strength of Engineered Cementitious Composites under Push-Off Loads”, Procedia Engineering, 210: 53-60, 2017.
  • 3. Hsu T. T. C., Mau S. T., Chen B., “Theory on shear transfer strength of reinforced concrete”, Structural Journal, 84: 149-160, 1987.
  • 4. Xiao J., Li Z., Li J., “Shear transfer across a crack in high-strength concrete after elevated temperatures”, Construction and Building Materials, 71: 472-483, 2014.
  • 5. Quintiere J. G., “Fundamentals of fire phenomena”. Chichester. John Wiley, 2006.
  • 6. Khoury G. A., “Effect of fire on concrete and concrete structures”, Progress in Structural Engineering and Materials, 2: 429-447, 2000.
  • 7. Arioz O., “Effects of elevated temperatures on properties of concrete”, Fire safety journal, 42: 516-522, 2007.
  • 8. Ramachandran V. S., Paroli R. M., Beaudoin J. J., “Handbook of thermal analysis of construction materials”. William Andrew, 2002.
  • 9. Naus Dan J., “The Effect of Elevated Temperature on Concrete Materials and Structures-a Literature Review”, Oak Ridge National Laboratory, ORNL, 2006.
  • 10. Rahal K. N., Khaleefi A. L., Al-Sanee A., “An experimental investigation of shear-transfer strength of normal and high strength self compacting concrete”, Engineering Structures, 109: 16-25, 2016.
  • 11. Park R., Paulay T., “Reinforced concrete structures”. John Wiley & Sons, 1975.
  • 12. Lim L., Buchanan A., Moss P., Franssen J., “Numerical modelling of two-way reinforced concrete slabs in fire”, Engineering structures, 26: 1081-1091, 2004.
  • 13. Xavier, Hélder Francisco, “Analysis of reinforced concrete frames exposed to fire: based on advanced calculation methods”, Master Thesis, Faculty of Engineering, University of Porto, Portugal, 2009.
  • 14. Guo Z. Shi X., “Experiment and calculation of reinforced concrete at elevated temperatures” . Waltham, USA: Elsevier Inc, 2011.
  • 15. ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary, Farmington Hills, 2014.
  • 16. Mattock A. H. Hawkins N. M., “Shear transfer in reinforced concrete-recent research”, Journal precast / prestressed concrete institute. 17: 55-75, 1972.
  • 17. Kahan, L. F. Mitchell A. D., “Shear friction tests with high-strength concrete”, Structural Journal, 99: 98-103, 2002.
  • 18. Al-Owaisy S. R., “Effect of High Temperatures on Shear Transfer Strength of concrete”, Engineering and Development, 11: 92-103, 2007.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-3d05a1d5-f520-43b1-8956-c7266f7ed90b
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