Discussion of “Finite-Element Parametric Study of Bond and Splitting Stresses in Reinforced Concrete Tie Members” by Armin Ziari and M. Reza Kianoush
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 141, Issue 4
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References
American Concrete Institute (ACI) Committee 209. (1992). “Prediction of creep, shrinkage and temperature effects in concrete structures.” ACI 209R-92, Farmington Hills, MI.
CEB-FIP (Comité Euro-International du Béton/Fédération International de la Précontrainte). (1990). “Model code for concrete structures.”, Lausanne, Switzerland.
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.
Kankam, C. K. (1997). “Relationship of bond stress, steel stress, and slip in reinforced concrete.” J. Struct. Eng., 79–85.
MFSG (Ministerio de Fomento of Spanish Government). (2008). Spanish code for structural concrete, Madrid, Spain (in Spanish).
Tammo, K., and Thelandersson, S. (2009). “Crack behavior near reinforcing bars in concrete structures.” ACI Struct. J., 106(3), 259–267.
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© 2015 American Society of Civil Engineers.
History
Received: May 17, 2014
Accepted: Aug 12, 2014
Published online: Jan 7, 2015
Published in print: Apr 1, 2015
Discussion open until: Jun 7, 2015
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