Issue 39

S. Seitl et alii, Frattura ed Integrità Strutturale, 39 (2017) 100-109; DOI: 10.3221/IGF-ESIS.39.11 108 [12] Korte, S., Boel, V., De Corte, W., De Schutter, G., Static and fatigue fracture mechanics properties of self– compacting concrete using three–point bending tests and wedge–splitting tests. Construction and Building Materials, 57 (2014) 1–8. DOI: 10.1016/j.conbuildmat.2014.01.090. [13] Leevers, P.S., Radon, J.C., Inherent stress biaxiality in various fracture specimen geometries, Int J Fracture, 19 (1983) 311–325. DOI: 10.1007/BF00012486. [14] Linsbauer, H.N., Tschegg, E.K., Fracture energy determination of concrete with cube shaped specimens, Zement und Beton, 31 (1986) 38–40. [15] Merta, I., Tschegg, E.K., Fracture energy of natural fibre reinforced concrete, Construction and Buildings Materials 40 (2013) 991–997. DOI: 10.1016/j.conbuildmat.2012.11.060. [16] Pazdera, L., Topolar, L., Simonova, H., Fojtu, P., Smutny, J., Havlikova, I., Kersner, Z., Rodriguezova, V., Determine parameters for double-K model at three-point bending by application of acoustic emission method, Applied Mechanics and Materials, 486 (2014) 151–156. DOI : 10.4028 /www.scientific.net/AMM.486.151. [17] Planas, J., Elices, M., Guinea, G.V., Measurement of the fracture energy using three–point–bend tests: 2 Influence of bulk energy dissipation. Materials and Structures, 25 (1992) 305–312. [18] RILEM 106, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, (1985) 285–290. [19] RILEM REPORT 5 Fracture Mechanics, Test Methods for Concrete, (1991). [20] Ruiz, G., Ortega, J.J., Yu, R.C., Xu, S., Wu, Y., Loading rate effect on the double –K fracture parameters of concrete, 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures, (2016) 1–10. DOI: 10.21012/FC9.038 [21] Seitl, S., Bermejo, C., Sobek, J., Veselý, V., Two parametr description of crack tip stress fields for wedge splitting test specimen: Influence of wedge angle, Advanced Materials Research, 969 (2014) 345–350. DOI: 10.4028 /www.scientific.net/AMR.969.345. [22] Seitl, S., Korte, S., De Corte, W., Boel, V., Sobek, J., Veselý, V., Selecting a suitable specimen shape with low constraint for determination of fracture parameters of cementitious composites, Key Engineering Materials, 577–578 (2014) 481–484. DOI: 10.4028 /www.scientific.net/KEM.577-578.481. [23] Seitl, S., Nieto García, B., Merta, I., Wedge splitting test method: Quantification of influence of glued marble plates by two-parameter fracture mechanics, Frattura ed Integrità Strutturale, 30 (2014) 174-181. DOI: 10.3221/IGF- ESIS.30.23. [24] Seitl, S., Veselý, V., Routil, L., Two–parameter fracture mechanical analysis of a near-crack-tip stress field in wedge splitting test specimens, Computers & Structures, 89 (2011) 1852–1858. [25] Sobek, J., Veselý, V., Seitl, S., Combination of wedge splitting and bending fracture test- Crack tip stress field and nonlinear zone extent analysis, Advanced Materials Research, 969 (2014) 67–72. DOI: 10.4028 /www.scientific.net/AMR.969.67. [26] Sobek, J., Veselý, V., Shape and compliance functions of splitting/bending test specimens for determination fracture parameters of quasi-brittle materials, 33 rd Spanish Conference on Fracture and Structural Integrity – 33 er Encuentro del Grupo Español de Fractura GEF in: M.R. Elizalde González, A. Martín Meizoso, J.M. Martínez Esnaola, I. Ocaña Arizcorreta (Eds.) (Anales de Mécanica de la Fractura volumen 33), Donostia ‐ San Sebastián, Spain, (2016). [27] Tada, H., Paris, P.C., Irwin, G.R., The stress analysis of crack handbook, third ed., The American Society of Mechanical Engineers Three Park Avenue, New York, (2000). [28] Veselý, V., Frantík, P., Sobek, J., Malíková, L., Seitl, S., Multi-parameter crack tip stress state description for evaluation of nonlinear zone width in silicate composite specimens in component splitting/bending test geometry, Fatigue and Fracture of Engineering Materials and Structures, 38(2) (2015) 200–214. DOI : 10.1111/ffe.12170. [29] Veselý, V., Merta, I., Šimonová, H., Schneemayer, A., Seitl, S., Keršner, Z., Component wedge-splitting/bending test of notched specimens with various crack-tip constraint conditions: Experiments and simulations, 9 th International Conference on Fracture Mechanics of Concrete Structures FraMCoS-9, (2016) 1–12. DOI: 10.21012/FC9.086. [30] Veselý, V., Sobek, J., Frantík, P., Štafa, M., Šestáková, L., Seitl, S. Estimation of the zone of failure extent in quasi- brittle specimens with different crack-tip constraint conditions from stress field, Key Engineering Materials, 592-593 (2014) 262–265. DOI: 10.4028 /www.scientific.net/KEM.592-593.262. [31] Veselý, V., Sobek, J., Šestáková, L., Frantík, P., Seitl, S., Multi-parameter crack tip stress description for estimation of fracture proces zone extent in silicate composite WST specimens, Frattura ed Integrita Strutturale, 7(25) (2013) 69– 78. DOI: 10.3221/IGF-ESIS.25.11. [32] Wang, Y., Hu, X., Liang, L., Zhu, W., Determination of tensile strength and fracture toughness of concrete using notched 3-p-b specimens, Engineering Fracture Mechanics 160 (2016) 67–77.