journal article·2016-03-01

Effect of Polypropylene Fibers and Wire Mesh on Fire Performance of Precast Concrete Walls

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ACI Structural Journal· Volume 113· Issue 2
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OpenAlex topics: Fire effects on concrete materials · Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials

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References (40)

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1. Kalifa, P.; Menneteau, F. D.; and Quenard, D., “Spalling and Pore Pressure in HPC at High Temperature,” Cement and Concrete Research, V. 30, No. 12, 2000, pp. 1915-1927. doi: 10.1016/S0008-8846(00)00384-710.1016/S0008-8846(00)00384-7 ↗
2. Bažant, Z. P., and Thonguthai, W., “Pore Pressure in Heated Concrete Walls: Theoretical Prediction,” Magazine of Concrete Research, V. 31, No. 107, 1979, pp. 67-76. doi: 10.1680/macr.1979.31.107.6710.1680/macr.1979.31.107.67 ↗
3. Kodur, V. K. R., “Guidelines for Fire Resistance Design of High Strength Concrete Columns,” Journal of Fire Protection Engineering, V. 15, No. 2, 2005, pp. 93-106. doi: 10.1177/104239150504774010.1177/1042391505047740 ↗
4. Kodur, V. K. R., and Phan, L., “Critical Factors Governing the Fire Performance of High Strength Concrete Systems,” Fire Safety Journal, V. 42, No. 6-7, 2007, pp. 482-488. doi: 10.1016/j.firesaf.2006.10.00610.1016/j.firesaf.2006.10.006 ↗
5. Debicki, G.; Haniche, R.; and Delhomme, F., “An Experimental Method for Assessing the Spalling Sensitivity of Concrete Mixture Submitted to High Temperature,” Cement and Concrete Composites, V. 34, No. 8, 2012, pp. 958-963. doi: 10.1016/j.cemconcomp.2012.04.00210.1016/j.cemconcomp.2012.04.002 ↗
6. Hertz, K. D., “Limits of Spalling of Fire-Exposed Concrete,” Fire Safety Journal, V. 38, No. 2, 2003, pp. 103-116. doi: 10.1016/S0379-7112(02)00051-610.1016/S0379-7112(02)00051-6 ↗
7. fib (International Federation of Structural Concrete), “Fire Design of Concrete Structures—Materials, Structures and Modeling,” fib Bulletin 38, Lausanne, Switzerland, 2007, 71 pp.
8. Ulm, F. J.; Coussy, O.; and Bažant, Z. P., “The “Chunnel” Fire: I. Chemo Plastic Softening in Rapidly Heated Concrete,” Journal of Engineering Mechanics, ASCE, V. 125, No. 3, 1999, pp. 272-282. doi: 10.1061/(ASCE)0733-9399(1999)125:3(272)10.1061/(ASCE)0733-9399(1999)125:3(272) ↗
9. Bažant, Z. P., “Analysis of Pore Pressure, Thermal Stress and Fracture in Rapidly Heated Concrete,” Proceedings of the International Workshop on Fire Performance of High-Strength Concrete, National Institute of Standards and Technology, Gaithersburg, MD, Sept. 1997, pp. 155-164.
10. Yu, X.; Zha, X.; and Huang, Z., “The Influence of Spalling on the Fire Resistance of RC Structures,” Advanced Materials Research, V. 255-260, May 2011, pp. 519-523.10.4028/www.scientific.net/AMR.255-260.519 ↗
11. Kodur, V. K. R., and Dwaikat, M., “Effect of Fire Induced Spalling on the Response of Reinforced Concrete Beams,” International Journal of Concrete Structures and Materials, V. 2, Dec. 2008, pp. 71-82.10.4334/IJCSM.2008.2.2.071 ↗
12. Bošnjak, J.; Ozbolt, J.; and Hahn, R., “Permeability Measurement on High Strength Concrete without and with Polypropylene Fibers at Elevated Temperatures Using a New Test Setup,” Cement and Concrete Research, V. 53, Nov. 2013, pp. 104-111. doi: 10.1016/j.cemconres.2013.06.00510.1016/j.cemconres.2013.06.005 ↗
13. Lee, G.; Han, D.; Han, M.-C.; Han, C.-G.; and Son, H.-J., “Combining Polypropylene and Nylon Fibers to Optimize Fiber Addition for Spalling Protection of High-Strength Concrete,” Construction and Building Materials, V. 34, Sept. 2012, pp. 313-320. doi: 10.1016/j.conbuildmat.2012.02.01510.1016/j.conbuildmat.2012.02.015 ↗
14. Crozier, D. A., and Sanjayan, J. G., “Tests of Load-Bearing Slender Reinforced Concrete Walls in Fire,” ACI Structural Journal, V. 97, No. 2, Mar.-Apr. 2000, pp. 97-106.10.14359/853 ↗
15. Guerrieri, M., and Fragomeni, S., “Spalling of Normal Strength Concrete Walls in Fire,” Proceedings of the Sixth International Conference, Michigan State University, East Lansing, MI, June 2010, pp. 301-311.
16. Han, C. G.; Han, M. C.; and Heo, Y. S., “Improvement of Residual Compressive Strength and Spalling Resistance of High-Strength RC Columns Subjected to Fire,” Construction and Building Materials, V. 23, No. 1, 2009, pp. 107-116. doi: 10.1016/j.conbuildmat.2008.01.01110.1016/j.conbuildmat.2008.01.011 ↗
17. Bilodeau, A.; Kodur, V. K. R.; and Hoff, G. C., “Optimization of the Type and Amount of Polypropylene Fibers for Preventing the Spalling of Lightweight Concrete Subjected to Hydrocarbon Fire,” Cement and Concrete Composites, V. 26, No. 2, 2004, pp. 163-174. doi: 10.1016/S0958-9465(03)00085-410.1016/S0958-9465(03)00085-4 ↗
18. Han, C. G.; Hwang, Y. S.; Yang, S. H.; and Gowripalan, N., “Performance of Spalling Resistance of High Performance Concrete with Polypropylene Fiber Contents and Lateral Confinement,” Cement and Concrete Research, V. 35, No. 9, 2005, pp. 1747-1753. doi: 10.1016/j.cemconres.2004.11.01310.1016/j.cemconres.2004.11.013 ↗
19. Xiao, J., and Falkner, H., “On Residual Strength of High-Performance Concrete with and without Polypropylene Fibers at Elevated Temperatures,” Fire Safety Journal, V. 41, No. 2, 2006, pp. 115-121. doi: 10.1016/j.firesaf.2005.11.00410.1016/j.firesaf.2005.11.004 ↗
20. Kodur, V. K. R., “Study on the Fire Resistance of High-Strength Concrete at the National Council of Canada,” Proceedings of the International Workshop on Fire Performance of High Strength Concrete, NIST Special Publication 919, National Institute of Standards and Technology, Gaithersburg, MD, 1997, pp. 75-86.
21. Heo, Y. S.; Sanjayan, J. G.; Han, C. G.; and Han, M. C., “Synergistic Effect of Combined Fibers for Spalling Protection of Concrete in Fire,” Cement and Concrete Research, V. 40, No. 10, 2010, pp. 1547-1554. doi: 10.1016/j.cemconres.2010.06.01110.1016/j.cemconres.2010.06.011 ↗
22. Heo, Y. S.; Sanjayan, J. G.; Han, C. G.; and Han, M. C., “Critical Parameters of Nylon and Other Fibers for Spalling Protection of High Strength Concrete in Fire,” Materials and Structures, V. 44, No. 3, 2011, pp. 599-610. doi: 10.1617/s11527-010-9651-310.1617/s11527-010-9651-3 ↗
23. Heo, Y.-S.; Sanjayan, J. G.; Han, C.-G.; and Han, M.-C., “Construction Application of Fibre/Mesh Method for Protecting Concrete Columns,” Construction and Building Materials, V. 25, No. 6, 2011, pp. 2928-2938. doi: 10.1016/j.conbuildmat.2010.12.01710.1016/j.conbuildmat.2010.12.017 ↗
24. Kalifa, P.; Chene, G.; and Galle, C., “High-Temperature Behavior of HPC with Polypropylene Fibers,” Cement and Concrete Research, V. 31, No. 10, 2001, pp. 1487-1499. doi: 10.1016/S0008-8846(01)00596-810.1016/S0008-8846(01)00596-8 ↗
25. Khoury, G. A., and Anderberg, Y., “Concrete Spalling Review, Fire Safety Design,” Report Submitted to the Swedish National Road Administration, Borlänge, Sweden, June 2000, pp. 1-60.
26. Khoury, G. A., and Willoughby, B., “Polypropylene Fibers in Heated Concrete. Part 1: Molecular Structure and Materials Behavior,” Magazine of Concrete Research, V. 60, No. 2, 2008, pp. 125-136. doi: 10.1680/macr.2008.60.2.12510.1680/macr.2008.60.2.125 ↗
27. Khoury, G. A., “Polypropylene Fibers in Heated Concrete. Part 2: Pressure Relief Mechanisms and Modeling Criteria,” Magazine of Concrete Research, V. 60, No. 3, 2008, pp. 189-204. doi: 10.1680/macr.2007.0004210.1680/macr.2007.00042 ↗
28. Khoury, G. A.; Majorana, C. E.; and Salomoni, V., “Polypropylene Fibers and Explosive Spalling,” Proceedings of the 1st International Workshop on Concrete Spalling due to Fire Exposure, Leipzig, Germany, 2009, pp. 446-460.
29. Saka, T.; Bolander, J. E.; and Grassl, P., “Spalling Potential of Fire-Exposed Structural Concrete: Numerical Simulations of the Effects of Polypropylene Fibers,” Proceedings of the 1st International Workshop on Concrete Spalling due to Fire Exposure, Leipzig, Germany, 2009, pp. 510-518.
30. Smith, K., and Atkinson, T. W., “Factors to Consider in Using PP-Fibers for Explosive Spalling Resistance,” Proceedings of the 1st International Workshop on Concrete Spalling due to Fire Exposure, Leipzing, Germany, 2009, pp. 364-373.
31. Smith, K., and Atkinson, T., Factors to Consider in Using PP-Fibers in Concrete to Provide Explosive Spalling Resistance in the Event of a Fire, Taylor & Francis Group, London, UK, 2010, pp. 261-268.
32. Kalifa, P.; Chene, G.; and Galle, C., “High-Temperature Behavior of HPC with Polypropylene Fibers: From Spalling to Microstructure,” Cement and Concrete Research, V. 31, 2001, pp. 1487-1499. doi: 10.1016/S0008-8846(01)00596-810.1016/S0008-8846(01)00596-8 ↗
33. Ozawa, M.; Lustoza, D. R.; Morimoto, H.; and Takayuki, F., “Permeability of High Strength Concrete with Different Fibers at High Temperature,” 2nd International RILEM Workshop on Concrete Spalling due to Fire Exposure, Delft, the Netherlands, Oct. 5-7, 2011, pp. 281-288.
34. Huismann, S.; Korzen, M.; Weise, F.; and Meng, B., “Concrete Spalling due to Fire Exposure and the Influence of Polypropylene Fibers on Microcracking,” 2nd International RILEM Workshop on Concrete Spalling due to Fire Exposure, Delft, the Netherlands, Oct. 5-7, 2011, pp. 327-336.
35. CEN (European Committee for Standardization), “EN 1992-1-2, Eurocode 2: Design of Concrete Structures, Part 1.2: General Rules-Structural Fire Design,” British Standards Institution, London, UK, 2004, pp. 1-98.
36. ISO 834-1, “Fire Resistance Tests—Elements of Building Construction. Part 1: General Requirement,” International Organization for Standardization, Geneva, Switzerland, 1999, pp. 1-25.
37. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318M-11),” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
38. ASTM C143/C143M-12, “Standard Test Method for Slump of Hydraulic-Cement Concrete,” ASTM International, West Conshohocken, PA, 2012, 4 pp.
39. ASTM C39/C39M-12, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2012, 7 pp.
40. Khaliq, W., and Kodur, V., “Thermal and Mechanical Properties of Fiber Reinforced High Performance Self-Consolidating Concrete at Elevated Temperatures,” Cement and Concrete Research, V. 41, No. 11, 2011, pp. 1112-1122. doi: 10.1016/j.cemconres.2011.06.01210.1016/j.cemconres.2011.06.012 ↗