Discussion of “Effect of Testing Method and Strain Rate on Stress-Strain Behavior of Concrete” by Xudong Chen, Shengxing Wu, Jikai Zhou, Yuzhi Chen, and Aiping Qin
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Volume 26, Issue 9
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References
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Fédération International de la Précontrainte (CEB-FIP). (1990). “Model code for concrete structures.” Lausanne, Switzerland.
Gaenser, H.-P. (2008). “Some notes on gradient, volumetric and weakest link concepts in fatigue.” Comput. Mater. Sci., 44(2), 230–239.
Komlos, K. (1970). “Investigation of rheological properties of concrete in uniaxial tension.” Mater. Prufung, 12(9), 300–304.
Malvar, L. J., and Ross, C. A. (1998). “Review of strain rate effects for concrete in tension.” ACI Mater. J., 95(6), 735–739.
Mihashi, H., and Izumi, M. (1977). “A stochastic theory for concrete fracture.” Cem. Concr. Res., 7(4), 411–421.
Tedesco, J. W., Powell, J. C., Ross, C. A., and Hughes, M. L. (1997). “A strain-rate-dependent concrete material model for ADINA.” Comput. Concr., 64(5), 1053–1067.
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Journal of Materials in Civil Engineering
Volume 26 • Issue 9 • September 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Apr 1, 2014
Accepted: Apr 18, 2014
Published online: Jun 18, 2014
Published in print: Sep 1, 2014
Discussion open until: Nov 18, 2014
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