Closure to “Tensile Creep Behavior of Concrete Subject to Constant Restraint at Very Early Ages” by Ya Wei and Will Hansen
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Materials in Civil Engineering
Volume 26, Issue 10
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References
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Bažant, Z. P., and Baweja, S. (2000). “Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3.”, American Concrete Institute, Farmington Hills, MI, 1–83.
Bažant, Z. P., Cusatis, G., and Cedolin, L. (2004). “Temperature effect on concrete creep modeled by microprestress-solidification theory.” J. Eng. Mech., 691–699.
Bissonnette, B., Pigeon, M., and Vaysburd, A. (2007). “Tensile creep of concrete: Study of its sensitivity to basic parameters.” ACI Mater. J., 104(4), 360–368.
Jensen, O. M., and Hansen, P. F. (1999). “Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste.” Cem. Concr. Res., (29(4), 567–575.
Østergaard, L., Lange, D., Altoubat, S. A., and Stang, H. (2001). “Tensile basic creep of early-age concrete under constant load.” Cem. Concr. Res., 31(12), 1895–1899.
Rossi, P., Tailhan, J., and Maou, F. (2013). “Comparison of concrete creep in tension and in compression: Influence of concrete age at loading and drying conditions.” Cem. Concr. Res., 51(9), 78–84.
Schindler, A. K. (2004). “Effect of temperature on hydration of cementitious materials.” ACI Mater. J., 101(1), 72–81.
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Published In
Journal of Materials in Civil Engineering
Volume 26 • Issue 10 • October 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: May 16, 2014
Accepted: Jun 16, 2014
Published online: Jul 25, 2014
Published in print: Oct 1, 2014
Discussion open until: Dec 25, 2014
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