DISCUSSIONS AND CLOSURES
Feb 1, 2001
Closure to “FRP‐Confined Concrete Model” by Giorgio Monti
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthor: Giorgio MontiAuthor Affiliations
Publication: Journal of Composites for Construction
Volume 5, Issue 1
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References
1.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988). “Theoretical stress‐strain model for confined concrete.” J. Struct. Engrg., ASCE, 114(8), 1804–1826.
2.
Monti, G., Nisticó, N., and Santini, S. (2001). “Design of FRP jackets for upgrade of circular bridge piers.” J. Compos. for Constr., ASCE, in press.
3.
Pantazopoulou, S. J., and Mills, R. H. (1995). “Microstructural aspects of the mechanical response of plain concrete.” ACI Mat. J., 92, Nov.‐Dec., 605–616.
4.
Popovics, S. ( 1973 ). “ Numerical approach to the complete stress‐strain relation for concrete.” Cement and Concrete Res., 3 ( 5 ), 583 – 599.
5.
Samaan, M., Mirmiran, A., and Shahawy, M. (1998). “Model of concrete confined by fiber composites.” J. Struct. Engrg., ASCE, 124(9), 1025–1031.
6.
Spoelstra, M. R., and Monti, G. (1999). “FRP‐confined concrete model.” J. Compos. for Constr., ASCE, 3(3), 143–150.
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Copyright © 2001 ASCE.
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Published online: Feb 1, 2001
Published in print: Feb 2001
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Giorgio Monti
Assoc. Prof., Dip. di Ingegneria Strutturale e Geotecnica, Univ. La Sapienza, Via A. Gramsci 53, 00197, Rome, Italy.
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