第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test * ** ** *** **** Kazuhiko Minaku
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1 第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test ************ Kazuhiko Minakuchi, Tadashi Abe, Tetsukazu Kida, Satoshi Tanaka and Yuuki Niiyama *() ** ***() **** The author conducted constant running load fatigue test using RC slab specimens prepared with an ordinary form and specimens of RC slab with two kind of UFC panel. The results of the constant running load fatigue test indicated that the number of running cycles during which RC slabs with UFC panel failed was about times more than RC slabs. The dimpled surface of the UFC increased the adhesion between the UFC panel and the RC slab, which proved the effects of the composite structure. Therefore, the RC slabs with UFC panel increased the load-carrying capacity and fatigue durability performance and was evaluated as a practical structure. Key Words: RC slab with UFC panel, Fatigue resistance, Number of equivalent cycles UFC RC RC Ultra High Strength Fiber Reinforced ConcreteUFC 1, 2) UFC 200N/mm 2 3) RC UFC RC UFC UFC RC RC (UFC RC ) RC 2 UFC RC UFC UFC UFC RC
2 1 C L 35 RC U.RC-P U.RC-C W/C S/a (kg/m 3 ) (cm) (%) (%) (%) C W S G Ad 8.0± ± ± ± SD295A,D10 N/mm 2 N/mm 2 N/mm 2 kn/mm 2 RC U.RC-P U.RC-C UFC (kg/m 3 ) W (FM) (SP) (DP) U.RC-P U.RC-C () RC () UFC RC 1 4 UFC N/mm 2 N/mm 2 kn/mm 2 U.RC-P U.RC-C UFC 20~30mm RC UFC RC RC 5mm 5mm~20mm SD295AD UFC (W) UFC UFC (SP)(DP 2.85g/cm 3 )(FM 7.85g/cm 3 ) 15mm 0.2mm 2.0% 2mm 240mm UFC 3UFC 4 4) RC /2 RC 1470mm1200mm 130mm 100mm 1/2 105mm 95mm (1)P (2)C
3 1) 2) 3) (1) 1) 2) 3) (2) 1 UFC RC 1 UFC RC UFC 2 (P ) P 5, 6, 7) P 9mm 5mm UFC 46 UFC C C UFC 64 P 2(1)C 2(2) UFC 1470mm 150mm 5mm 20mm RC 2 UFC RC UFC RC 1 UFC RC UFC ( 11)) UFC (12)) (13))UFC RC RC 2 UFC RC RC UFC RC 130mm 20mm UFC 105mm 95mm UFC RC 1 UFC RC () ±450mm( 900mm) 45 1 RC RC P UFC RC U.RC-P C U.RC-C C 100kN 1/2 100kN 1/2 50kN kN RC1,2 80kN 2 100kN U.RC-P1,2 60kN 2 80kN 2 100kN 2 100kN 2 10kN U.RC-C1,2,
4 80kN 2 100kN 2 100kN 2 10kN 2 2 (1) RC UFC RC RC S-N S-N m RC UFC RC S-N ) n m N eq ( Pi / P ) n i (1) i1 N eq ()P i (kn)p(=60kn)n i P i ()ms-n (=12.7) (1) RC UFC RC N eq 5 RC1,2 7,347, 504 8,529,870 7,938, 687 RC UFC RC U.RC-P1,2 35,727,812 48,276,900 42,002,356 RC P 5.29 U.RC-C1,2,3 505,594, ,737, ,845, ,725,696 RC C UFC RC RC C P UFC 64 5 U.RC/RC RC1 7,347,504 RC2 8,529,870 7,938,687 U.RC-P1 35,727,812 U.RC-P2 48,276,900 42,002, U.RC-C1 505,594,259 U.RC-C2 332,737, ,725, U.RC-C3 558,845, ,542, ,542, mm 10 9 RC1 RC2 8 U.RC-P1 7 U.RC-P2 6 U.RC-C1 5 U.RC-C2 4 U.RC-C E+00 1.E+01 1.E+02 1.E+03 1.E+04 1.E+05 1.E+06 1.E+07 1.E+08 1.E+09 1.E ,542,728 RC C 86% 3 RC1, mm7.3mm U.RC-P1,2 6.5mm6.9mm U.RC-C1,2, mm9.7mm8.9mm RC UFC RC
5 RC UFC RC C P mm U.RC-C 4(1) RC1, RC1, U.RC-P1,2 U.RC-P1, U.RC- C1,2,3 U.RC-P U.RC- C1,2, RC UFC RC C P UFC 4(2) U.RC-P1,2 UFC U.RC-P1, U.RC-C1,2,3 UFC U.RC-C1,2, E+00 1.E+01 1.E+02 1.E+03 1.E+04 1.E+05 1.E+06 1.E+07 1.E+08 1.E+09 1.E RC1 RC2 U.RC-P1 U.RC-P2 U.RC-C1 U.RC-C2 U.RC-C3 (1) U.RC-P1 U.RC-P2 U.RC-C1 U.RC-C2 U.RC-C3 0 1.E+00 1.E+01 1.E+02 1.E+03 1.E+04 1.E+05 1.E+06 1.E+07 1.E+08 1.E+09 1.E+10 (2) UFC C P C 5 RC mm 45 U.RC-P1 UFC
6 (1) RC1 (2) U.RC-P1 (3) U.RC-C1 (4) 5 RC UFC U.RC-C UFC RC UFC U.RC-C1 RC UFC RC C UFC RC P % RC UFC RC UFC UFC UFC RC RC C UFC UFC RC C UFC RC 1)RPC RC Vol.27, No.1, pp , ) )Y. Shimoyama and M.Uzawa, "Properties and application files of Ductal", Journal of research of the Taiheiyo cement corporation, No. 142, pp.55-62, )2004 5) UFC RC pp ) UFC 53 pp ) UFC RC 58 7 pp , )
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