Closure to “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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Volume 27, Issue 7
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Acknowledgments
The financial support from the National Natural Science Foundation, with Grant No. 51078057, 51421064, and 51278082, of the People’s Republic of China is greatly acknowledged.
References
Clark, A. P. (1946). “Comparative bond efficiency of deformed concrete reinforcing bars.” ACI J. Proc., 43(11), 381–400.
Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). “Behavior of concrete under biaxial stresses.” ACI J. Proc., 66(8), 656–666.
Losberg, A., and Olsson, P.-A. (1979). “Bond failure of deformed reinforcing bars based on the longitudinal splitting effect of the bars.” ACI J. Proc., 76(1), 5–18.
Wu, Z., Zhang, X., Zheng, J., Hu, Y., and Li, Q. (2014). “Bond behavior of plain round bars embedded in concrete subjected to biaxial lateral tensile-compressive stresses.” J. Struct. Eng., 04013089.
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.
Xu, Y. (1990). “Experimental study of anchorage properties for deformed bars in concrete.” Ph.D. thesis, Dept. of Civil Engineering, Tsinghua Univ., Beijing (in Chinese).
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Published In
Journal of Materials in Civil Engineering
Volume 27 • Issue 7 • July 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Dec 18, 2014
Accepted: Jan 30, 2015
Published online: Mar 16, 2015
Published in print: Jul 1, 2015
Discussion open until: Aug 16, 2015
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