260
L. Biolzi et al.
of 1% DHE steel fibers in concrete results in a deflection-hardening behavior. The
SEM results indicate that the hydration products of OPC concrete mix are mainly
consist for portlandite, while prismatic ettringite crystals are the main products of
CSA cement-based concrete.
References
Afroughsabet, V., Biolzi, L., & Ozbakkaloglu, T. (2016). High-performance fiber-reinforced concrete: a review. Journal of materials science, 51(14), 6517–6551.
Afroughsabet, V., Biolzi, L., & Monteiro, P. J. (2018). The effect of steel and polypropylene fibers
on the chloride diffusivity and drying shrinkage of high-strength concrete. Composites Part B
Engineering, 139, 84–96.
Arjunan, P., Silsbee, M. R., & Roy, D. M. (1999). Sulfoaluminate-belite cement from low-calcium
fly ash and sulfur-rich and other industrial by-products. Cement and Concrete Research, 29(8),
1305–1311.
ASTM, C 39. (2003). Standard test method for compressive strength of cylindrical concrete specimens.
ASTM, C 143. (2010). Standard test method for slump of hydraulic-cement concrete.
ASTM, C 496. (2011). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
Specimen.
ASTM, C 469. (2014). Standard test method for static modulus of elasticity and Poisson’s ratio of
concrete in compression.
Berger, S., Aouad, G., Coumes, C. C. D., Le Bescop, P., & Damidot, D. (2013). Leaching of
calcium sulfoaluminate cement pastes by water at regulated pH and temperature: experimental
investigation and modeling. Cement and Concrete Research, 53, 211–220.
Cattaneo, S., & Biolzi, L. (2010). Assessment of thermal damage in hybrid fiber-reinforced concrete.
ASCE Journal of Materials in Civil Engineering, 22(9), 836–845.
Celik, K., Meral, C., Mancio, M., Mehta, P. K., & Monteiro, P. J. M. (2014). A comparative study
of self-consolidating concretes incorporating high-volume natural pozzolan or high-volume fly
ash. Construction and Building Materials, 67, 14–19.
EN 14651. (2007). Test method for metallic fibre concrete-measuring the flexural tensile strength
(limit of proportionality (LOP), residual).
Gartner, E. (2004). Industrially interesting approaches to “low-CO 2 ” cements. Cement and Concrete
Research, 34(9), 1489–1498.
Gartner, E., & Hirao, H. (2015). A review of alternative approaches to the reduction of CO 2 emissions
associated with the manufacture of the binder phase in concrete. Cement and Concrete Research,
78, 126–142.
Juenger, M. C. G., Winnefeld, F., Provis, J. L., & Ideker, J. H. (2011). Advances in alternative
cementitious binders. Cement and Concrete Research, 41(12), 1232–1243.
¸
Sanal, ˙ I., Özyurt, N., & Hosseini, A. (2016). Characterization of hardened state behavior of self
-compacting fiber-reinforced cementitious composites (SC-FRCC’s) with different beam sizes
and fiber types. Composites Part B Engineering, 105, 30–45.
Savino, V., Lanzoni, L., Tarantino, A. M., & Viviani, M. (2018). Simple and effective models to
predict the compressive and tensile strength of HPFRC as the steel fiber content and type changes.
Composites Part B Engineering, 137, 153–162.
L. Biolzi et al.
of 1% DHE steel fibers in concrete results in a deflection-hardening behavior. The
SEM results indicate that the hydration products of OPC concrete mix are mainly
consist for portlandite, while prismatic ettringite crystals are the main products of
CSA cement-based concrete.
References
Afroughsabet, V., Biolzi, L., & Ozbakkaloglu, T. (2016). High-performance fiber-reinforced concrete: a review. Journal of materials science, 51(14), 6517–6551.
Afroughsabet, V., Biolzi, L., & Monteiro, P. J. (2018). The effect of steel and polypropylene fibers
on the chloride diffusivity and drying shrinkage of high-strength concrete. Composites Part B
Engineering, 139, 84–96.
Arjunan, P., Silsbee, M. R., & Roy, D. M. (1999). Sulfoaluminate-belite cement from low-calcium
fly ash and sulfur-rich and other industrial by-products. Cement and Concrete Research, 29(8),
1305–1311.
ASTM, C 39. (2003). Standard test method for compressive strength of cylindrical concrete specimens.
ASTM, C 143. (2010). Standard test method for slump of hydraulic-cement concrete.
ASTM, C 496. (2011). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete
Specimen.
ASTM, C 469. (2014). Standard test method for static modulus of elasticity and Poisson’s ratio of
concrete in compression.
Berger, S., Aouad, G., Coumes, C. C. D., Le Bescop, P., & Damidot, D. (2013). Leaching of
calcium sulfoaluminate cement pastes by water at regulated pH and temperature: experimental
investigation and modeling. Cement and Concrete Research, 53, 211–220.
Cattaneo, S., & Biolzi, L. (2010). Assessment of thermal damage in hybrid fiber-reinforced concrete.
ASCE Journal of Materials in Civil Engineering, 22(9), 836–845.
Celik, K., Meral, C., Mancio, M., Mehta, P. K., & Monteiro, P. J. M. (2014). A comparative study
of self-consolidating concretes incorporating high-volume natural pozzolan or high-volume fly
ash. Construction and Building Materials, 67, 14–19.
EN 14651. (2007). Test method for metallic fibre concrete-measuring the flexural tensile strength
(limit of proportionality (LOP), residual).
Gartner, E. (2004). Industrially interesting approaches to “low-CO 2 ” cements. Cement and Concrete
Research, 34(9), 1489–1498.
Gartner, E., & Hirao, H. (2015). A review of alternative approaches to the reduction of CO 2 emissions
associated with the manufacture of the binder phase in concrete. Cement and Concrete Research,
78, 126–142.
Juenger, M. C. G., Winnefeld, F., Provis, J. L., & Ideker, J. H. (2011). Advances in alternative
cementitious binders. Cement and Concrete Research, 41(12), 1232–1243.
¸
Sanal, ˙ I., Özyurt, N., & Hosseini, A. (2016). Characterization of hardened state behavior of self
-compacting fiber-reinforced cementitious composites (SC-FRCC’s) with different beam sizes
and fiber types. Composites Part B Engineering, 105, 30–45.
Savino, V., Lanzoni, L., Tarantino, A. M., & Viviani, M. (2018). Simple and effective models to
predict the compressive and tensile strength of HPFRC as the steel fiber content and type changes.
Composites Part B Engineering, 137, 153–162.