Closure to “Effect of Uniaxial Strength and Fracture Parameters of Concrete on Its Biaxial Compressive Strength” by E. Chen and Christopher K. Y. Leung
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: E. Chen [email protected] and Christopher K. Y. Leung, F.ASCE [email protected]Author Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 5
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References
Hampel, T., Speck, K., Scheerer, S., Ritter, R., and Curbach, M. (2009). “High-performance concrete under biaxial and triaxial loads.” J. Eng. Mech., 1274–1280.
Hussein, A., and Marzouk, H. (2000). “Behavior of high strength concrete under biaxial stresses.” ACI Mater. J., 97(1), 27–36.
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Journal of Materials in Civil Engineering
Volume 27 • Issue 5 • May 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Dec 16, 2014
Accepted: Dec 31, 2014
Published online: Jan 21, 2015
Published in print: May 1, 2015
Discussion open until: Jun 21, 2015
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Authors
Affiliations
Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China. E-mail: [email protected]
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