Abstract
Ultra high performance engineered cementitious composites (UHP-ECC) combines the strain-hardening and multiple crack characteristics and the high strength of mortar matrix. The tensile strength and elongation of the UHP-ECC was around 20 MPa and 8.7%, respectively. The ultra-high-molecular-weight polyethylene fibers were utilized to reinforce the ultra high strength mortar. The tensile stress-strain curves, the compressive strength and elastic modulus, and the flexural behavior of UHP-ECC were investigated to understand its mechanical performance.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Acker, P., Behloul, M.: Ductal® technology: a large spectrum of properties, a wide range of applications. In: Proceedings of the International Symposium on UHPC Kassel, Germany, pp. 11–23 (2004)
Cheyrezy, M., Maret, V., Frouin, L.: Microstructural analysis of RPC (reactive powder concrete). Cem. Concr. Res. 25(7), 1491–1500 (1995)
Graybeal, B.A.: Material property characterization of ultra-high performance concrete. US department of transportation, Federal Highway Administration, pp. 1–188 (2006)
Graybeal, B.A.: Compressive behavior of ultra-high-performance fiber-reinforced concrete. ACI Mater. J. 104(2), 146–152 (2007)
Graybeal, B., Davis, M.: Cylinder or cube: strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete. ACI Mater. J. 105(6), 603–609 (2008)
Jun, P., Mechtcherine, V.: Behaviour of strain-hardening cement-based composites (SHCC) under monotonic and cyclic tensile loading: part 1–experimental investigations. Cem. Concr. Compos. 32(10), 801–809 (2010)
Kunieda, M., Hussein, M., Ueda, N., Nakamura, H.: Enhancement of crack distribution of UHP-SHCC under axial tension using steel reinforcement. J. Adv. Concr. Technol. 8(1), 49–57 (2010)
Li, V.C., Wang, S., Wu, C.: Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). ACI Mater. J. 98(6), 483–492 (2001)
Ranade, R., Li, V.C., Stults, M.D., William, F.H., Todd, S.R.: Composite properties of high-strength, high-ductility concrete. ACI Mater. J. 110(4), 413–422 (2013a)
Ranade, R., Li, V.C., Stults, M.D., William, F.H., Todd, S.R.: Micromechanics of high-strength, high-ductility concrete. ACI Mater. J. 110(4), 375–384 (2013b)
Richard, P., Cheyrezy, M.H.: Reactive powder concretes with high ductility and 200–800 MPa compressive strength. ACI SP144-24, 144, 507–518 (1994)
Van Zijl, G.P.A.G.: Improved mechanical performance: shear behaviour of strain-hardening cement-based composites (SHCC). Cem. Concr. Res. 37(8), 1241–1247 (2007)
Yu, K.Q., Dai, J.G., Lu, Z.D., et al.: Mechanical properties of engineered cementitious composites subjected to elevated temperatures. J. Mater. Civil Eng. 27(10), 04014268 (2014)
Yu, K.Q., Lu, Z.D., Yu, J.T.: Residual compressive properties of strain-hardening cementitious composite with different curing ages exposed to high temperature. Constr. Build. Mater. 98, 146–155 (2015)
Yu, K.Q., Wang, Y.C., Yu, J.T., et al: A strain-hardening cementitious composites with the tensile capacity up to 8%. Constr. Build. Mater. 137, 410–419 (2017)
Zhang, Y.S., Sun, W., Li, S.F.: Preparation of C200 green reactive powder concrete and its static-dynamic behaviors. Cem. Concr. Compos. 30(9), 831–838 (2008)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 RILEM
About this paper
Cite this paper
Yu, K., Yu, J., Lu, Z. (2018). Mechanical Characteristics of Ultra High Performance Strain Hardening Cementitious Composites. In: Mechtcherine, V., Slowik, V., Kabele, P. (eds) Strain-Hardening Cement-Based Composites. SHCC 2017. RILEM Bookseries, vol 15. Springer, Dordrecht. https://doi.org/10.1007/978-94-024-1194-2_27
Download citation
DOI: https://doi.org/10.1007/978-94-024-1194-2_27
Published:
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-024-1193-5
Online ISBN: 978-94-024-1194-2
eBook Packages: EngineeringEngineering (R0)