Measurement of the fracture energy using three-point bend tests: Part 3-influence of cutting the P-δ tail

Materials and Structures

Volumn 25, Issue 6, 1992, Pages 327-334

  Elices, M ^a   Guinea, G V ^a   Planas, J ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 51249167417     PISSN: 00255432     EISSN: 18716873     Source Type: Journal    
DOI: 10.1007/BF02472591     Document Type: Article

References (17)

1. The theoretical basis of a method to determine the fracture energy GF of concrete
2. Material models
3. Size effect and experimental validation of available fracture models
4. Results of three comparative test series for determining the fracture energy GF of concrete
5. Measurement of the fracture energy using three-point bend tests: 1-Influence of experimental procedures
6. Measurement of the fracture energy using three-point bend tests: 2-Influence of bulk energy dissipation
7. Conceptual and experimental problems in the determination of the fracture energy of concrete
8. Fracture energy of water saturated and partially dry concrete at room and at cryogenic temperatures
9. Evolution of fracture behaviour of saturated concrete in the low temperature range
10. The influence of specimen size and material characteristic size on the applicability of effective crack models
11. Mise au point d'une composition de béton de référence pour recherches et essais en laboratoire
12. Tensile tests and failure analysis of concrete
13. Testing methods to determine tensile strain softening curve and fracture energy of concrete