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Feb 28, 2021

Closure to “Early-Age Behavior of Internally Cured Concrete Bridge Deck under Environmental Loading” by Waleed K. Hamid, Eric P. Steinberg, Ali A. Semendary, Issam Khoury, and Kenneth Walsh

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Publication: Journal of Performance of Constructed Facilities
Volume 35, Issue 3

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References

ASTM. 2011. Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM C496. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39. West Conshohocken, PA: ASTM.
Bentz, D. P., and K. A. Snyder. 1999. “Protected paste volume in concrete: Extension to internal curing using saturated lightweight fine aggregate.” Cem. Concr. Res. 29 (11): 1863–1867. https://doi.org/10.1016/S0008-8846(99)00178-7.
Byard, B. E., A. K. Schindler, and R. W. Barnes. 2012. “Early-age autogenous effects in internally cured concrete and mortar.” Spec. Publ. 290: 1–18.
Cusson, D., and T. Hoogeveen. 2008. “Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking.” Cem. Concr. Res. 38 (6): 757–765. https://doi.org/10.1016/j.cemconres.2008.02.001.
Hamid, W. K., E. P. Steinberg, I. Khoury, A. A. Semendary, and K. Walsh. 2020. “Thermally induced behavior of paired internally cured concrete and conventional concrete decks in composite bridges.” J. Bridge Eng. 26 (4): 04021016. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001693.
Russell, H. G. 2017. Control of concrete cracking in bridges. Washington, DC: Transportation Research Board of the National Academies.
Shen, D., J. Jiang, J. Shen, P. Yao, and G. Jiang. 2015. “Influence of prewetted lightweight aggregates on the behavior and cracking potential of internally cured concrete at an early age.” Constr. Build. Mater. 99 (Nov): 260–271. https://doi.org/10.1016/j.conbuildmat.2015.08.093.
Wang, X., P. Taylor, K. Freeseman, and P. Vosoughi. 2019. Extended life concrete bridge decks utilizing internal curing to reduce cracking. Ames, IA: Iowa Dept. of Transportation.
Weber, S., and H. W. Reinhardt. 1997. “A new generation of high-performance concrete: Concrete with autogenous curing.” Adv. Cem. Based Mater. 6 (2): 59–68. https://doi.org/10.1016/S1065-7355(97)00009-6.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 35Issue 3June 2021

History

Received: Nov 30, 2020
Accepted: Dec 11, 2020
Published online: Feb 28, 2021
Published in print: Jun 1, 2021
Discussion open until: Jul 28, 2021

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Authors

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Research Scholar, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701 (corresponding author). ORCID: https://orcid.org/0000-0002-2715-6182. Email: [email protected]
Eric P. Steinberg, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701. Email: [email protected]
Ali A. Semendary, Ph.D., A.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB, Canada R3T 5V6. Email: [email protected]
Issam Khoury, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701. Email: [email protected]
Kenneth Walsh, Ph.D., A.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701. Email: [email protected]

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