Fracture behaviour of High Performance Concrete (HPC) investigated with a Hopkinson-Bar

Journal De Physique. IV : JP

Volumn 134, Issue , 2006, Pages 1145-1151

  Schuler, H ^a   Hansson, H ^b  

^a FRAUNHOFER INSTITUTE FOR HIGH SPEED DYNAMICS   (Germany)

^b SWEDISH DEFENCE RESEARCH AGENCY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; ENERGY DISSIPATION; FRACTURE TESTING; STRAIN MEASUREMENT; TENSILE STRENGTH; VELOCITY MEASUREMENT;

DYNAMIC INCREASE FACTORS (DIP); FRACTURE ENERGY; HIGH PERFORMANCE CONCRETE (HPC); SPALL STRENGTH;

CONCRETES;

EID: 33750599864     PISSN: 11554339     EISSN: 17647177     Source Type: Conference Proceeding    
DOI: 10.1051/jp4:2006134175     Document Type: Conference Paper

References (8)

1. Hansson H., "Penetration in concrete for projectiles with L/D approximately equal to 9", FOI-R-1659-SE, ISSN 1650-1942, FOI, Tumba, 2005.
2. Magnusson, J. and Hallgren, M., "High performance concrete beams subjected to shock waves from air blast, part 2", FOI-R-1116-SE, ISSN 1650-1942, FOI, Tumba, 2003.
3. Schuler H., Mayrhofer C., Thoma K., "Spall experiments for the determination of the tensile strength and fracture energy of concrete at high strain rates", International Journal of Impact Engineering, accepted Jan 2005.
4. Schuler H., Mayrhofer C., Thoma K., "Experimental determination of damage parameter and implementation into a new damage law", Proceedings of the 11th International Symposium on Interaction of the Effects of Munitions with Structures, Mannheim (Germany), 2003.
5. Weerheijm J., "Concrete under impact tensile loading and lateral compression", Delft University of Technology, Dissertation, 1992.
6. Malvar L. J., Ross C. A., "Strain rate effects for concrete in tension", ACI Materials Journal, V. 95, No. 6, November-December.
7. Klepaczko J. R., Brara A., "An experimental method for dynamic tensile testing of concrete by spalling", International Journal of Impact Engineering 2001; 25:387-409.
8. RILEM 1985-TC 50-FMC, "Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams", RILEM Recommendation, Materials and Structures, vol. 18, no. 106.