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1 Effect of Incorporating Hybrid Fiber on Fire Resistance of High Strength Concrete Columns N/mm 2 200N/mm 2 150N/mm 2 180N/mm 2 180N/mm 2 200N/mm 2 3 Fire resistance of High strength reinforced concrete columns with specified design strength of 80N/mm 2 to 200N/mm 2 were conducted by loaded fire resistance tests. High strength concrete column without fiber showed explosive spalling and fire resistive period of columns were less than 2 hours. Incorporating polypropylene fiber to concrete of 150N/mm 2 or less was shown to be effective for preventing spalling of concrete and prolonging fire resisting period. For more than 180N/mm 2 columns, 0.33 vol of polypropylene fiber were not sufficient for preventing explosive spalling. Incorporating both polypropylene and steel fiber was determined to be effective to maintain 3 hours of fire endurance. RCFc 100N/mm 2 50RC RC N/mm General Manager, Research & Development Institute, Ph.D. 2Ph.D. Research Fellow, Research & Development Institute, Ph.D. 3Chief Researcher, Research & Development Institute 4Professor, Graduate School of Engineering, Tohoku University, Dr. Eng. 1

2 N/mm N/mm 2 80N/mm 2 200N/mm 2 Table 1Fc 80N/mm 2 210N/mm N/mm N/mm N/mm 2 3 PP c F c N N B vol. vol. A N/mm 2 N/mm 2 mm c A cm 2 c F c A c c B Fc D19 D10@ Fc SD490 SD Fc pg=1.43pw= Fc D16 D10@ Fc SD490 SD Fc pg=1.30pw= Fc D16 D10@ Fc SD490 SD Fc pg=1.30 pw= Fc D16 D10@ Fc SD490 SD Fc pg=1.30pw= Fc Fc D U6.4@50 Fc USD685 pw= Fc S pg= Fc S Fc Fc S Fc S Fc S D19 U7.1@ USD Fc pw=0.80 pg= Fc S Fc S * Fc S * Table 1 2

3 PP Fc80 Fc100PP vol.06 Fc130Fc150PP vol.06 Fc180Fc200Fc210PP 00.33vol.01.0vol Fig mm1800mm Fc80 Fc18030mmFc200Fc21035mm Table 1Fig.1 Fig mm400400mm RCSD490USD685SD345U6.4U7.1 Table 2Table 3RC PP 1318 Table 2 B10 A3.08g/cm cm 2 /g B3.01g/cm cm 2 /g 2.66g/cm g/cm g/cm g/cm AE AESP1SP2SP3 PP Fc mFc21019m Fc mmFc mm 30mm0.6mm Table 3 cm kg/m 3 Fc Fc Fc Fc Fc Fc Fc

4 4 Table 230mm0.6mm PP 19 PP00.33vol.01.0vol. Fc1807 Fc200Fc /h9072h10/h 1020cm Fig.2 NN/AcFc AcFc 2400mm1800mmISO ISO8341 T345log8t120 1 Tt Fig.1 K1.00mm0.65mm ISO h/100mm 2 d/dt3h/1000mm/ 3 d/dt hmm1800mm 23 Fig.2

5 Fig.3Fc150PP00.33vol.Fc200 PP0PP0.33vol.PP0.33vol.0.5vol.Fc Fig.4 Fig PP PP PP Fc80-00Fc Fig.4PP30mm Fc130PP70mm Fig.3 Fc180PP PP Fc80Fc150PP Fc130Fc150PP 0.11vol.PP 60 PP0.33vol. 180N/mm 2 Fc180Fc200PP 0.33vol. Fc mmFc Fig.3Fc150Fc mmPP Fig.4 Fig.5 5

6 0.51.0vol.PP Fc180Fc2006mm3mmPP 0.171/6 21 Fig.5 Fig.5PP PPFc180Fc200PP 16 70N/mm 2 PP PP4 D s d c 16.2 B V f B 4 D s mmd c mm B N/mm 2 B 70 VPPvol.PP0.5vol.0.17 f 1.0 4PP0 B 70N/mm 2 d c 2 PPPPV f PP B Fig Fig.54Fig.6PP 4 Fig mm 5mmPP4 Fig.8Fig.8 180N/mm 2 5mm PP0.4vol. PP PP 12 PP PP 180N/mm 2 PP0.33vol. PP 919 Fig.5PP 1/65mm 6632 Fig.6PP Fig.7 6

7 22 180N/mm 2 PP PP Fc80150N/mm 2 PP 5mm PPFc100N/mm vol. Fc150N/mm vol.Fc180N/mm 2 PP PP0.33vol vol. Fig.8 5mm PP Fig.9 Fc mmC1C5S1 Fig.9Fc150 PPFc PP0.33vol.Fc PP PP Fig.10Fc80Fc15060 PP Fig mm500Fc15060mm Fc150N/mm 2 RC1 PP Fig.11Fc180N/mm 2 PPFc180-00PP0.33vol.Fc180-33PP 1.0vol.Fc S10C1C5S1PP Fc180-00Fc15010PP 0.33vol.Fc mm16mm 7030mm PP0.33vol.0.10vol. Fc S108mm

8 Fig.11Fc180 Fig.12 35mm Fc200Fc210 Fig.12Fc200Fc210Fc180PPFc PP0.33vol.Fc PP6mm 4Fc200N/mm 2 PP Fig.13Fig.16 Fc180 Fig.13Fc80Fc100 Fig.14Fc80Fc100 Fig.15Fc180 Fig.16Fc200Fc210 8

9 3 Fig.15Fig.16PPFc Fc180Fc200Fc Fig.17PP Fig.18Fig.19 PP Fc80180 Fc100120Fc130 60PP Fc80Fc vol.0.11vol.PPFc130Fc vol.PP180 PPFig mm20mm Fc150N/mm 2 PP Fc180Fc200PP0.33vol Fc180Fc200N/mm 2 PP PP0.33vol. PP0.5vol. 1.0vol.Fig mm180 Fc150N/mm Fig.17PP Fig.18 Fig.19 80N/mm 2 210N/mm 2 9

10 RCPP 1 Fc80Fc200N/mm PP150N/mm vol.PP 5mm 180PPFc vol.Fc vol. Fc130Fc vol. 3 Fc180Fc200N/mm 2 PP PP vol.6mm 180 Fc80N/mm 2 Fc210N/mm 2 RC PP 1Hermathy, T.Z.: Effect of moisture on the fire endurance of building materials. Moisture in Relation to Fire Tests. ASTM Special Technical Publication, No.385, ASTM, pp.74-95, Saito, H: Explosive spalling of prestressed concrete in fire, In Fire Resistance of Prestressed Concrete, Proceedings of a symposium at Braunschwieg, June 1965, Brauersverlag GmbH, Wiesbaden, p.80, Vol.16No.2pp U A1pp p pp RCApp App JASS R. Breitenbucker: High Strength Concrete C 105 with Increased Fire-Resistance due to Polypropylene Fibers, Proceedings-Volume 2, pp.b , Utilization of High Strength/High Performance Concrete May 1996, Paris, France 13 No.648pp pp A-2pp RC Vol.54No.1pp Fc150N/mm 2 10

11 RCA1pp N/mm 2 Vol.25No.1pp Fc200N/mm 2 1 App ISO834: Fire-resistance tests -Elements of building construction-, p Lau, A., Anson, M: Effect of high temperature on high performance steel fibre reinforced concrete, Cement and Concrete Research, No.36, pp , No.557pp No.58pp Vol.59No.1pp

* * 2

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