Discussion of “Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars” by Rim Nayal and Hayder A. Rasheed
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VIEW THE ORIGINAL ARTICLEAuthors: Gintaris Kaklauskas [email protected], Darius Bacinskas [email protected], and Aleksandr SokolovAuthor Affiliations
Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 11
0899-1561(2007)19:11(1013)/asset/65020e4a-5260-49be-a08e-a4a5b1408f45/assets/(asce)0899-1561(2007)19:11(1013).fp.png)
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References
Bischoff, P. H. (2001). “Effects of shrinkage on tension stiffening and cracking in reinforced concrete.” Can. J. Civ. Eng., 28(3), 363–374.
Kaklauskas, G. (1998). “Practical techniques for determining average stress-strain relationships for concrete from experimental data of RC bending members.” Statyba (Civ. Eng.), 4(1), 20–28.
Kaklauskas, G., and Ghaboussi, J. (2001). “Stress-strain relations for cracked tensile concrete from RC beam tests.” J. Struct. Eng., 127(1), 64–73.
Kaklauskas, G., and Gribniak, V. (2005). “Effects of shrinkage on tension stiffening in RC members.“ Proc., fib Symp. Structural Concrete and Time, La Plata, Argentina, 453–460.
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Published In
Journal of Materials in Civil Engineering
Volume 19 • Issue 11 • November 2007
Pages: 1013 - 1014
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© 2007 ASCE.
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Published online: Nov 1, 2007
Published in print: Nov 2007
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Notes
Note. Associate Editor:
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Affiliations
Professor, Dept. of Bridges and Special Structures, Vilnius Gediminas Technical University, Sauletekio Ave. 11, LT-10223 Vilnius, Lithuania. E-mail: [email protected]
Associate Professor, Dept. of Bridges and Special Structures, Vilnius Gediminas Technical University, Sauletekio Ave. 11, LT-10223 Vilnius, Lithuania. E-mail: [email protected]
Aleksandr Sokolov
Ph.D. Student, Dept. of Bridges and Special Structures, Vilnius Gediminas Technical University, Sauletekio Ave. 11, LT-10223 Vilnius, Lithuania. E-mail: [email protected]
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