Discussion of “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 ARTICLEAuthors: Yun Lin [email protected] and Hung-Liang (Roger) Chen, A.M.ASCE [email protected]Author Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 10
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References
Atrushi, D. S. (2003). Tensile and compressive creep of early age, Dept. of Civil Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway.
Bažant, Z. P. (1988). “Material models for structural creep analysis.” Proc., RILEM Conf. on Mathematical Modeling of Creep and Shrinkage of Concrete, Wiley, New York.
Bažant, Z. P., and Baweja, S. (2000). “Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3.”, American Concrete Institute, Detroit, MI, 1–83.
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.
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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: Feb 5, 2014
Accepted: Apr 9, 2014
Published online: Jul 25, 2014
Published in print: Oct 1, 2014
Discussion open until: Dec 25, 2014
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Doctoral Student, Dept. of Civil and Environmental Engineering, West Virginia Univ., 804 Chateau Royal Ct., Morgantown, WV 26505 (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., 395 Evansdale Dr. Room 651b, Morgantown, WV 26506. E-mail: [email protected]
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