Discussion of “Experimental Study on Bond Behavior of Deformed Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile Compressive Stresses” by Xue Zhang, Zhimin Wu, Jianjun Zheng, Yu Hu, and Qingbin Li
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Materials in Civil Engineering
Volume 27, Issue 7
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References
FIB (Fédération Internationale du Béton). (2010). “Model code 2010. First complete draft—Volume 1.”, Lausanne, Switzerland.
García-Taengua, E., Martí-Vargas, J. R., and Serna-Ros, P. (2011). “Statistical approach to effect of factors involved in bond performance of steel fiber-reinforced concrete.” ACI Struct. J., 108(4), 461–468.
Viula, D., Lucio, V., Pinho, G., and Martí-Vargas, J. R. (2013). “Discussion: Pull-out and push-in tests of bonded steel strands.” Mag. Concr. Res., 65(18), 1128–1131.
Xu, F., Wu, Z.-M., Zheng, J.-J., Hu, Y., and Li, Q.-B. (2014). “Bond behavior of plain round bars in concrete under complex lateral pressures (with appendix).” ACI Struct. J., 111(1), 15–26.
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© 2015 American Society of Civil Engineers.
History
Received: Jul 25, 2014
Accepted: Aug 13, 2014
Published online: Mar 16, 2015
Published in print: Jul 1, 2015
Discussion open until: Aug 16, 2015
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Professor, Institute of Concrete Science and Technology (ICITECH), Universitat Politècnica de València, 4G, Camino de Vera s/n, 46022 Valencia, Spain. E-mail: [email protected]
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