Discussion of “Dynamic Bond Stress-Slip Relationship between Basalt FRP Sheet and Concrete under Initial Static Loading” by Dejian Shen, Yong Ji, Fenfang Yin, and Jinyang Zhang
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Volume 20, Issue 4
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References
Chen, J. F., and Teng, J. G. (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” J. Struct. Eng., 784–791.
Ferracuti, B., Savoia, M., and Mazzotti, C. (2007). “Interface law for FRP-concrete delamination.” Compos. Struct., 80(4), 523–531.
Ko, H., Matthys, S., Palmieri, A., and Sato, Y. (2014). “Development of a simplified bond stress-slip model for bonded FRP-concrete interfaces.” Constr. Build. Mat., 68, 142–157.
Ko, H., and Sato, Y. (2007). “Bond stress-slip relationship between FRP sheet and concrete under cyclic load.” J. Compos. Constr., 419–426.
Martí-Vargas, J. R. (2015). “Discussion of “Concrete damage plasticity model for modeling FRP-to-concrete bond behavior”.” J. Compos. Constr., 07015002.
Tao, Y., and Chen, J. F. (2015a). “Closure to ‘Concrete damage plasticity model for modeling FRP-to-concrete bond behavior”.” J. Compos. Constr., 07015003.
Tao, Y., and Chen, J. F. (2015b). “Concrete damage plasticity model for modeling FRP-to-concrete bond behavior.” J. Compos. Constr., 04014026.
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© 2016 American Society of Civil Engineers.
History
Received: Aug 5, 2015
Accepted: Oct 1, 2015
Published online: May 24, 2016
Published in print: Aug 1, 2016
Discussion open until: Oct 24, 2016
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