Closure to “Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior” by Y. Tao and J. F. Chen
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Composites for Construction
Volume 19, Issue 4
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References
ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.”, Farmington Hills, MI.
An, F. C. (2015). “Finite element modelling of FRP-to-concrete bond behaviour.” Ph.D. thesis, Univ. of Edinburgh, U.K.
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CEB-FIP. (2010). “CEB-FIP model code 2010.” International Federation for Structural Concrete (fib) bulletins, Ernst & Sohn, Berlin.
Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989). “A plastic-damage model for concrete.” Int. J. Solids Struct., 25(3), 299–326.
Tao, Y., and Chen, J. F. (2015). “Concrete damage plasticity model for modeling FRP-to-concrete bond behavior.” J. Compos. Constr., 04014026.
Yao, J., Teng, J. G., and Chen, J. F. (2005). “Experimental study on FRP-to-concrete bonded joints.” Composites Part B, 36(2), 99–113.
Yuan, H., Teng, J. G., Seracino, R., Wu, Z. S., and Yao, J. (2004). “Full range behavior of FRP-to-concrete bonded joints.” Eng. Struct., 26(5), 553–565.
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© 2015 American Society of Civil Engineers.
History
Received: Jan 4, 2015
Accepted: Feb 25, 2015
Published online: May 5, 2015
Published in print: Aug 1, 2015
Discussion open until: Oct 5, 2015
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