Discussion of “Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments” by Evan C. Bentz
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 133, Issue 1
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References
Abrishami, H. H., and Mitchell, D. (1996). “Influence of splitting cracks on tension stiffening.” ACI Struct. J., 93(6), 703–710.
Bischoff, P. H. (2001). “Effects of shrinkage on tension stiffening and cracking in reinforced concrete.” Can. J. Civ. Eng., 28(3), 363–374.
CEB-FIP. (1993). CEB-FIP model code (MC-90), Comité Euro-International du Béton (CEB), Thomas Telford, London.
Considère. (1899). “Influence des armatures métalliques sur les propriétés des mortiers et bétons (Influence of steel reinforcing on mortar and concrete properties. Part II).” Le Génie Civil, XXXIV, 34(15), 229–233.
Considère. (1902). “Resistance a la traction du beton armé (Tensile resistance of reinforced concrete).” Le Génie Civil, XLI, 41(18), 228–289.
Fields, K., and Bischoff, P. H. (2004). “Tension stiffening and cracking of high strength reinforced concrete tension members.” ACI Struct. J., 101(4), 447–456.
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© 2007 ASCE.
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Published online: Jan 1, 2007
Published in print: Jan 2007
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Peter H. Bischoff
Professor, Dept. of Civil Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton NB, Canada E3B 5A3. E-mail: [email protected]
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