Closure to “Finite Element Model For Externally Prestressed Composite Beams with Deformable Connection” by Andrea Dall’Asta and Alessandro Zona
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VIEW THE ORIGINAL ARTICLEAuthors: Andrea Dall’Asta and Alessandro ZonaAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 132, Issue 12
0733-9445(2006)132:12(2037)/asset/b3c010aa-9be4-4058-bdf6-c4b0a39b6ad7/assets/(asce)0733-9445(2006)132:12(2037).fp.png)
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References
Dall’Asta, A., Dezi, L., and Leoni, G. (2002). “Failure mechanisms of externally prestressed composite beams with partial shear connection.” Steel Compos. Struct., 2(5), 315–330.
Dall’Asta, A., Leoni, G., and Zona, A. (2000). “Effects of shear connection limited ductility in steel concrete composite beams prestressed by unbonded tendons.” Proc., 4th Italian Workshop on Composite Structures, N. Scibilia, ed., Flaccovio Publisher, Palermo, Italy, 242–253.
Dall’Asta, A., and Zona, A. (2002). “Non-linear analysis of composite beams by a displacement approach.” Comput. Struct., 80(27–30), 2217–2228.
Johnson, R. P., Greenwood, R. D., and Van Dalen, K. (1969). “Stud shear-connectors in hogging moment regions of composite beams.” Struct. Eng., 47(9), 345–350.
MacGregor, J. G., and Wight, J. K. (2005). Reinforced concrete: Mechanics and design, Pearson Prentice Hall, Upper Saddle River, N.J.
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Published In
Journal of Structural Engineering
Volume 132 • Issue 12 • December 2006
Pages: 2037 - 2038
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© 2006 ASCE.
History
Published online: Dec 1, 2006
Published in print: Dec 2006
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Andrea Dall’Asta
Professor, Dipartimento di Progettazione e Costruzione dell’Ambiente, Università di Camerino, Viale della Rimembranza, 63100 Ascoli Piceno, Italy. E-mail: [email protected]
Alessandro Zona
Assistant Professor, Dipartimento di Progettazione e Costruzione dell’Ambiente, Università di Camerino, Viale della Rimembranza, 63100 Ascoli Piceno, Italy.E-mail: [email protected]
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