土木学会構造工学論文集(2011.3)

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1 Vol.57A (11 3 ) RC Consecutve falling-weight impact test of large-scale RC girders under specified total input-impact energy * ** *** **** ***** Norimitsu Kishi, Hisashi Konno, Satoru Yamaguchi, Hiroshi Mikami, Miho Tamaki * ** ( ) *** **** ( ) ***** In order to establish a performance-based impact resistant design procedure for reinforced concrete structures, consecutive falling-weight impact loading tests were conducted under specified total input-impact energy. In this experiment, the girders have rectangular cross section of 1 m width and depth, and 8 m clear-span length. A 2, kg steel weight was used and total inputimpact energy was specified as 196 kj. Three kinds of falling height of weight were set: 3.33 m; 5 m; and m. From this study, following results were obtained: (1) maximum and residual deflections were almost constant values for each input-impact energy; (2) deflections after the final loading were almost the same among all girders; and (3) accumulated residual deflections were proportional to the accumulated input-impact energy and the damage of the girder for each limit state can be precisely evaluated by means of this relationship. Key Words : RC girder, consecutive impact loading, input-impact energy, maximum deflection, residual deflection, accumulated residual deflection : RC 1. 1),2) RC RC 3) RC 4) RC --

2 12mm C L P P : R=R-1+R-2 : D-1 D-6 : D-1 D-2 D-3 D-4 D-5 D-6 9 = , 5 R-1 D25 8, R-2 5 9, , 16 (mm) 1 RC RC 5) 6) 7) 8) RC RC 9) RC ) 11) RC 1 p t a/d P usc (kn) V usc (kn) α , (MPa) (GPa) ν c σ y (MPa) E s (GPa) ν s D13 SD D25 SD RC 2.1 RC 1m 1m 8m 1 RC.42 %D % D

3 4 H(m) E(kJ) G G G (a) 1 mm 1/2 D13 25 mm 1 α = mm P R D-1 mm D-2 D-6 1 RC P usc V usc 12) α = V usc /P usc > , kg RC (b) 2 1 1m 97 cm 8 cm RC 2(a) 2(b) 5 mm kj G m 3 G2 5m 2 G3 m m P R D i (i = 1 6) 1kHz 1, G -17-

4 1kHz 1,5 kn 9 Hz mm.1 ms.5 ms (a) 25 ms 5ms H = m G MN G2 2 1 G1 3 3 G2 2(b) H = 5m m G2/3 H = 3.3mG1 ms 1 2(c) H = 5m G D-1 G1/2,, G3--1 G

5 (MN) (MN) (MN) (MN) D-1 D-2 D-3 D-4 D-5 D (mm) (mm) (MN) G (ms) (a) (MN) 8 G G (ms) (b) (mm) (ms) (c) H = 3.33 m G H = 5m G2 H = 3.33 m G

6 (a) G1 (a) G1 (b) G2 (b) G2 G3--1 G3--1 (c) G3 (c) G3 3 4 H = 3.33 m 2 H = m G3 G1 G X E = 196 kj X

7 13.5 (MN) (MN) G3--1 G3--1 (a) (b) 5 (mm) 6 3 (mm) 6 3 (mm) 6 3 G3--1 G3--1 G3--1 (a) D-1 (b) D-2 (c) D (mm) 3 (mm) 3 3 G3--1 G3--1 (mm) G3--1 (a) D-1 (b) D-2 (c) D

8 3.5 6, 7 D-1 D-3 ) E = 196 kj,, G3--1 D-1/3 G1 G2 G3 D-2 E = 196 kj D-1 D-3 RC 3),4) α def =.387E, α rs =.2E α def α rs mm/kj E kj 4) α rs = 4β/P usc (1) β =.288 lnr M (2) W : (kg) B : (kg) r M W/B β r M α rs r M =.4 P usc = 6 kn α rs =.216 (α def /α rs ) D-1 D RC RC 8m RC 2, kg 196 kj 3.33 m 5 m

9 5 5 5 (mm) 3 (mm) 3 (mm) 3 G3--1 G3--1 G3--1 (a) D-1 (b) D-2 (c) D-3 8 G3--1 G (mm) 3 (mm) 3 (mm) E (kj) E (kj) E (kj) (a) D-1 (b) D-2 (c) D-3 9 (mm) 6 3 G3--1 (mm) E (kj) E (kj) E (kj) (a) D-1 (b) D-2 (c) D-3 (mm)

10 m 3, 2, 1 1) 2) 3) 4) 5) 1) ) RC No. 647/I-51, pp ,. 3) RC Vol. 53A, pp , 7. 4) RC Vol. 54A, pp , 8. 5) RC Vol. 55A, pp , 9. 6) Vol. 29, No. 3, pp , 7. 7) Vol. 31, No. 2, pp , 9. 8) Vol. 32, No. 2, pp. 7-7,. 9) RC Vol. 51A, pp , 5. ) RC Vol. 55A, pp , 7. 11) RC Vol. 56A, pp ,. 12) 2 2. ( 9 16 )

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