Rock fall impact on reinforced concrete slab: An experimental approach

International Journal of Impact Engineering

Volumn 31, Issue 2, 2005, Pages 169-183

  Mougin, Jean Pierre ^a   Perrotin, Pascal ^a   Mommessin, Michel ^a   Tonnelo, Jean ^b   Agbossou, Amen ^a  

^a UNIVERSITÉ DE SAVOIE   (France)

^b TONELLO IC   (France)

Author keywords

Concrete damage; Experimental analysis; Falling weight impact test; Impact resistance; Protection; Reinforced concrete; Rock fall

Indexed keywords

CONCRETE BLOCKS; DAMPING; RESTORATION; ROCK MECHANICS; SHOCK ABSORBERS; STRAIN RATE; STRUCTURAL DESIGN; STRUCTURES (BUILT OBJECTS); TENSILE STRESS;

CONCRETE DAMAGE; EXPERIMENTAL ANALYSIS; FALLING-WEIGHT IMPACT TEST; ROCK FALL;

IMPACT RESISTANCE;

EID: 4644297306     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2003.11.005     Document Type: Article

References (20)

1. Spang RM. Protection against rockfall-stepchild in the design of rock slopes. In: Heget G, Vongpaisal S, editors. Sixth International Congress on Rock Mechanics, 1, Montréal, 1987. p. 551-7.
2. Azzoni A., Freitas de M.H. Experimentally gained parameters, decisive for rock fall analysis. Rock Mech Rock Eng. 28(2):1995;111-124.
3. Labiouse V, Descoeudres F. Possibilities and difficulties in predicting rockfall trajectories. Joint Japan-Swiss Scientific Seminar on Impact Load by Rock Falls and Design of Protection Structures, Kanazawa, Japan, October 1999. p. 29-36.
4. Tonnello J. Protection contre les chutes de pierres au bord du lac du Bourget (France). IABSE Structures c-37/86, 1986. p. 44-5.
5. Rouiller J-D. L'éboulement des Crétaux-Isérables-Riddes (Valais). Fruhjajrstagung, 121 (Schweiz). Gesellschaft fur Boden-und Felsmechanik, 1990. p. 15-7.
6. Masuya H, Labiouse V, editors. Impact load by rock falls and design of protection structures. Proceedings of the Joint Japan-Swiss. Scientific Seminar Department of Civil Engineering, Kanazawa University, Japan, October 1999. p. 163.
7. Reinhardt HW. Concrete under impact loading. Tensile strength and bond. Heron, 27(3) delft 1982.
8. Klepaczko J.R. Behavior of rock-like materials at high strain rates in compression. Int J Plast. 6(4):1990;415-432.
9. Bischhoff P.H., Perry S.H. Compressive behaviour of concrete at high strain rates. Mater Struct. 24:1991;425-450.
10. Daimaruya M., Kobayashi H. Measurements of impact tensile strength of concrete and mortar using reflected tensile stress waves. J Phys IV. 10(P9):2000;173-178.
11. Sawan J., Asce M., Abdel-Rohman Mohamed ASCE A.M. Impact effect on RC. slabs: experimental approach. J Struct Eng. 112(9):1986;2057-2065.
12. Toulemonde F., Boulay C., Gourraud C. Shock-tube test of concrete slabs. Mater Struct. 26:1993;38-42.
13. Toulemonde F. Résistance au choc des structures en béton: Du comportement du matériau au calcul des ouvrages. Laboratoire Central des Ponts et Chaussées, LCPC, 1995.
14. Gupta Y.M., Seaman L. Local response of reinforced concrete to missile impacts. Nucl Eng Design. 45(2):1978;507-514.
15. Shirai T., Kambayashi A., Ohno T., Taniguchi H., Ueda M., Ishikawa N. Experiment and numerical simulation of double-layered RC plates under impact loadings. Nucl Eng Design. 176(3):1997;195-205.
16. Sato M., Kishi N., Iwabuchi T., Tanimoto T., Shimada T. Shock absorbing performance of sand cushion. Lok T.S. Asia-Pacific Conference on Shock & Impact Loads on Structures, vol. 1, Singapore. 1996;393-400 Nanyang Technological University, Singapore.
17. Montani Stoffel S. Sollicitation dynamique de la couverture des galeries de protection lors de chutes de blocs, Thèse EPFL no 1899. Décembre 1998.
18. Montani Stoffel S, Labiouse V, Descoeudres F. Vertical and inclined impacts of rock blocks on a rock-shed model. Ninth International Congress on Rock Mechanics, ISRM. Paris Août 1999;(l):549-53.
19. Malvar LJ, Crawford JE. Dynamic increase factors for steel reinforcement bars. Twenty-Eighth DDESB Seminar, Orlando, FL, August 98. p. 1-17.
20. Yankelevsky D. Local response of concrete slabs to low velocity missile impact. Int J Impact Eng. 19(4):1997;331-343.