Análisis de métodos para evaluar el refuerzo a esfuerzo cortante con CFRP en vigas de hormigón armado

  1. Carlos Parra
  2. E. Martínez-Conesa
  3. M. Valcuende
  4. A. Garrido
Aldizkaria:
Informes de la construcción

ISSN: 0020-0883

Argitalpen urtea: 2012

Alea: 64

Zenbakia: 526

Orrialdeak: 197-206

Mota: Artikulua

DOI: 10.3989/IC.11.007 DIALNET GOOGLE SCHOLAR lock_openSarbide irekia editor

Beste argitalpen batzuk: Informes de la construcción

Erreferentzia bibliografikoak

  • (1) Escudero, D.: “Materiales Compuestos. Aplicaciones”. Informes de la Construcción, vol. 52, n.º 472 (2001), pp. 45-52.
  • (2) Recuero, A.; Gutiérrez, J.; Miravete, A. y Cuartero, J.: “Refuerzo de estructuras con composites avanzados”. Informes de la Construcción, vol. 49, n.º 452 (1997), pp. 39-50.
  • (3) Triantafillou, T. C. & Fardis, M. N.: “Advanced composites for strengthening of historic structures”, proceedings of IABSE Symposium on structural preservation of the architectural heritage, Rome, Italia: 541-548, 1993.
  • (4) Triantafillou, T. C.: “Innovative strengthening of masonry monuments with composites”, proceedings of the 2nd International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS-II), Montreal, Canada, Agosto: 473-480, 1996.
  • (5) Triantafillou, T. C.: “Shear Strengthening of Reinforced Concrete Beams Using Epoxi-Bonded FRP Composites”, ACI Structural Journal, vol. 95 (2) (1998), pp. 107-115.
  • (6) Triantafillou, T. C.; Deskovic, N: “Innovative prestressing with FRP sheets: Mechanics of short-term behaviour”, Journal of Engineering Mechanical, vol. 117 (7) (1991), pp. 1652-1672. http://dx.doi.org/10.1061/(ASCE)0733-9399(1991)117:7(1652)
  • (7) Triantafillou, T. C.; Deskovic, N.; Deuring, N.: “Strengthening of concrete structures with prestressed fiber reinforced plastic sheets”. ACI Structural Journal, vol. 89 (3) (1992), pp. 235-244.
  • (8) Deniaud, C.; Cheng, J. J. R.: “Shear Behavior of Reinforced Concrete T-Beams with Externally Bonded Fiber-Reinforced Polymer Sheets”. ACI Structural Journal, vol. 98 (3) (2001), pp. 386-394.
  • (9) Khalifa, A.; Gold, W. J.; Nanni, A.; Aziz, A.: “Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members with FRP”. Journal of Composites for Construction, ASCE, vol. 2, n.º 4 (1998), pp. 195-203.
  • (10) Khalifa, A.; Nanni, A.: “Improving shear capacity of existing RC T-section beams using CFRP composites”. Cement and Concrete Composites, 22 (2000), pp. 165-174. http://dx.doi.org/10.1016/S0958-9465(99)00051-7
  • (11) Khalifa, A.; Nanni, A.: “Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites”. Construction and Building Materials, 16 (2002), pp. 135-146. http://dx.doi.org/10.1016/S0950-0618(02)00002-8
  • (12) Malek, A. M.; Saadatmanesh, H.: “Ultimate Shear Capacity of Reinforced Concrete Beams Strengthened with Web-Bonded Fiber-Reinforced Plastic Plates“. ACI Structural Journal, vol. 95, n.º 4 (1998), pp. 391-399.
  • (13) Malek, A. M.: Analytical study of reinforced concrete beams strengthened with fiber reinforced plástic plates (fabrics), Ph. D. Thesis, University of Arizona, Tucson, Arizona, USA: 163. 1997.
  • (14) Oehlers D. J.; Moran J. P.: “Premature Failure of Externally Plated Reinforced Concrete Beams“. Journal of Structural Engineering, ASCE, vol. 116, n.º 4, (1990), pp. 978-995.
  • (15) Saadatmanesh, H.; Ehsani M. R.: “RC Beams Strengthened with GFRP Plates. I: Experimental Study“. Journal of Structural Engineering, ASCE, vol. 117, n.º 11 (1991), pp. 3417-3433.
  • (16) Arduini, M.; D‘Ambrisi, A; Ditommaso, A.: “Shear failure of concrete beams reinforced with FRP plates“. Infrastructure: New Materials and Methods of Repair, ASCE, New York, (1994), pp. 123-130.
  • (17) JCI, TC952: Continuous fiber reinforced concrete. Japan Concrete Institute, Tokyo, Japan, 1998.
  • (18) JSCE: “Recommendation for design and construction of concrete structures using continuous fiber reinforcing material“. JSCE, Concrete Engineering Series, n.° 23, Tokyo, Japan: 325. 1997.
  • (19) ACI 440F: Guidelines for the selection, design and installation of fiber reinforced polymer (FRP) systems for externally strengthening concrete structures. American Concrete Institute, ACI Committee 440, Sub Committee 440F, febrero, 1999.
  • (20) D0128: Nachträgliche verstärkung von bauwerken mit CFK-Lamellen. Structure Reinforcement Using CFRP, SIA, Zurich, Septiembre, 1995.
  • (21) Rostasy, F. S.: Assement of suitability of CRP plates from the S&P CRP system for use as adhesivebonded reinforcement to strengthen concrete constructional elements and bases of assessment for their general approval by the construction supervisory authorities. Expert opinion n.º 98/0322, S&P Reinforcement, TU Braunschweig, 1998.
  • (22) Rostasy, F. S.: “Beurteilung der eignug von CFK amellen des systems Sika Carbodur ais Klebewehrung für die verstärkung von betonbauteilen sowie bemessungsgrunndlagen fu.r die allgemeine bauaufsichtliche zulassung“. Gutachen Nr. 97/0250, 14.01.1997, Sika, TU Braunscweig, 1997.
  • (23) Spena, F. R. et al.: L'uso di materiali compositeper il cosolidamento delle structure. Centro Internazionale di Studi di Archtettura Andrea Palladio, Vicenza, Italia, 1995.
  • (24) Meier, U.: Repair using advanced composites, proceedings of the International Conference of Composite Construction - Conventional and Innovative, IABSE, Innsbruck, Austria, Septiembre: 113-124, 1997.
  • (25) Priestley, M. J. N.; Seible, F.; Fyfe, E.: Column seismic retrofit using fibreglass/epoxy jackets, Proceedings of the 1st International Conference on Advanced Composite Materials in Bridges and Structures, ACMBS-I, Sherbrooke, Canada: 287-298, 1992.
  • (26) Chajes, M.; Thomson, T.; Januszka, T.; Finch, W. W.: “Flexural strengthening of concrete beams using externally bonded composite materials“. Construction And Building Materials, vol. 8, n.º 3 (1994), pp. 191-201.
  • (27) Loov, R.; Peng, L.: The influence of concrete strength on shear-friction based design of reinforced concrete beams. In: International Conference on HPHSC, Perth Australia, Canada. Proceedings: 505-519, (1998).
  • (28) Chaallal, O.; Shahawy, M.; Hassan, M.: “Performance of Reinforced Concrete T-Girders Strengthened in Shear with Carbon Fiber-Reinforced Polymer Fabric“. ACI Structural Journal, vol. 99, n.º 3, (2002), pp. 335-343.
  • (29) Perera-Velamazan, R.; Vique, J.; Arteaga-Iriarte, A., de Diego-Villalón, A.: “Diseño a Cortante de vigas de hormigón armado con armadura de acero y armadura externa de FRP mediante el mecanismo de bielas y tirantes y algoritmos genéticos”. Hormigón y Acero, vol. 60, n.º 254 (2009), pp. 65-83.
  • (30) Olivares, S.; Galán, C.; Roa, J.: “Los composites: características y aplicaciones en la edificación”. Informes de la Construcción, vol. 54, n.º 484 (2003).
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