Skip to main content
Erschienen in: Strength of Materials 5/2013

01.09.2013

Analytical Analysis of the Interfacial Stress in Damaged Reinforced Concrete Beams Strengthened by Bonded Composite Plates

verfasst von: T. Hassaine Daouadji

Erschienen in: Strength of Materials | Ausgabe 5/2013

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

A theoretical method to predict the interfacial stresses in the adhesive layer of damaged reinforced concrete beams strengthened with externally bonded carbon fiber-reinforced polymer plate is presented. The adopted model is developed including the adherend shear deformations by assuming a linear shear stress through the depth of the reinforced concrete beam, while all existing solutions neglect this effect. In addition, in the present study the anisotropic damage model is adopted to describe the damage of the reinforced concrete beams. It is shown that the damage has a significant effect on the interfacial stresses in fiber-reinforced polymer damaged reinforced concrete beam.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat T. C. Triantafillou, “Composites: a new possibility for the shear strengthening of concrete, masonry and wood,” Compos. Sci. Technol., 58, No. 8, 1285–1295 (1998).CrossRef T. C. Triantafillou, “Composites: a new possibility for the shear strengthening of concrete, masonry and wood,” Compos. Sci. Technol., 58, No. 8, 1285–1295 (1998).CrossRef
2.
Zurück zum Zitat R. J. Quantrill and L. C. Hollaway, “The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates,” Compos. Sci. Technol., 58, No. 8, 1259–1275 (1998).CrossRef R. J. Quantrill and L. C. Hollaway, “The flexural rehabilitation of reinforced concrete beams by the use of prestressed advanced composite plates,” Compos. Sci. Technol., 58, No. 8, 1259–1275 (1998).CrossRef
3.
Zurück zum Zitat U. Meier, M. Deuring, H. Meier, and G. Schwegler, “Strengthening of structures with advanced composites,” in: J. L. Clarke (Ed.), Alternative Materials for the Reinforcement and Prestressing of Concrete, Glasgow (1993), pp. 153–171. U. Meier, M. Deuring, H. Meier, and G. Schwegler, “Strengthening of structures with advanced composites,” in: J. L. Clarke (Ed.), Alternative Materials for the Reinforcement and Prestressing of Concrete, Glasgow (1993), pp. 153–171.
4.
Zurück zum Zitat U. Meier, “Post strengthening by continuous fiber laminates in Europe,” in: 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures, Japan Concrete Institute, Sapporo (1997), pp. 42–56. U. Meier, “Post strengthening by continuous fiber laminates in Europe,” in: 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures, Japan Concrete Institute, Sapporo (1997), pp. 42–56.
5.
Zurück zum Zitat U. Meier, “Strengthening of structures using carbon fiber/epoxy composites,” Constr. Build. Mater., 9, No. 6, 341–351 (1995).CrossRef U. Meier, “Strengthening of structures using carbon fiber/epoxy composites,” Constr. Build. Mater., 9, No. 6, 341–351 (1995).CrossRef
6.
Zurück zum Zitat S. E. Mouring, O. Barton, and D. K. Simmons, “Reinforced concrete beams externally retrofitted with advanced composites,” Adv. Compos. Mater., 10, 139–146 (2001).CrossRef S. E. Mouring, O. Barton, and D. K. Simmons, “Reinforced concrete beams externally retrofitted with advanced composites,” Adv. Compos. Mater., 10, 139–146 (2001).CrossRef
7.
Zurück zum Zitat H. N. Garden and L. C. Hollaway, “An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates,” Composites Part B, 29B, 411–424 (1998).CrossRef H. N. Garden and L. C. Hollaway, “An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates,” Composites Part B, 29B, 411–424 (1998).CrossRef
8.
Zurück zum Zitat G. Spadea, F. Bencardino, and R. N. Swamy, “Structural behaviour of composite RC beams with externally bonded CFRP,” J. Compos. Constr., 2, No. 3, 132–137 (1998).CrossRef G. Spadea, F. Bencardino, and R. N. Swamy, “Structural behaviour of composite RC beams with externally bonded CFRP,” J. Compos. Constr., 2, No. 3, 132–137 (1998).CrossRef
9.
Zurück zum Zitat O. Vilnay, “The analysis of reinforced concrete beams strengthened by epoxy bonded steel plates,” Int. J. Cem. Compos. Lightweight Concr., 10, No. 2, 73–78 (1988).CrossRef O. Vilnay, “The analysis of reinforced concrete beams strengthened by epoxy bonded steel plates,” Int. J. Cem. Compos. Lightweight Concr., 10, No. 2, 73–78 (1988).CrossRef
10.
Zurück zum Zitat S. T. Smith and J. G. Teng, “Interfacial stresses in plated RC beams,” Eng. Struct., 23, No. 7, 857–871 (2001).CrossRef S. T. Smith and J. G. Teng, “Interfacial stresses in plated RC beams,” Eng. Struct., 23, No. 7, 857–871 (2001).CrossRef
11.
Zurück zum Zitat T. M. Roberts, “Approximate analysis of shear and normal stress concentrations in adhesive layer of plated RC beams,” The Struct. Eng., 67, No. 12, 229– 233 (1989). T. M. Roberts, “Approximate analysis of shear and normal stress concentrations in adhesive layer of plated RC beams,” The Struct. Eng., 67, No. 12, 229– 233 (1989).
12.
Zurück zum Zitat T. M. Roberts and H. Haji-Kazemi, “A theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates,” ICE Proc., 87, No. 1, 39–55 (1989).CrossRef T. M. Roberts and H. Haji-Kazemi, “A theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates,” ICE Proc., 87, No. 1, 39–55 (1989).CrossRef
13.
Zurück zum Zitat B. Taljsten, “Strengthening of beams by plate bonding,” J. Mater. Civ. Eng., 9, No. 4, 206–212 (1997).CrossRef B. Taljsten, “Strengthening of beams by plate bonding,” J. Mater. Civ. Eng., 9, No. 4, 206–212 (1997).CrossRef
14.
Zurück zum Zitat A. M. Malek, H. Saadatmanesh, and M. R. Ehsani, “Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end,” ACI Struct. J., 95, No. 2, 142–152 (1998). A. M. Malek, H. Saadatmanesh, and M. R. Ehsani, “Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end,” ACI Struct. J., 95, No. 2, 142–152 (1998).
15.
Zurück zum Zitat O. Rabinovich and Y. Frostig, “Closed-from high order analysis of RC beams strengthened with FRP strips,” J. Compos. Constr., 4, No. 2, 65–74 (2000).CrossRef O. Rabinovich and Y. Frostig, “Closed-from high order analysis of RC beams strengthened with FRP strips,” J. Compos. Constr., 4, No. 2, 65–74 (2000).CrossRef
16.
Zurück zum Zitat H. S. Shen, J. G. Teng, and J. Yang, “Interfacial stresses in beams and slabs bonded with a thin plate,” J. Eng. Mech., 127, No. 4, 399–406 (2001).CrossRef H. S. Shen, J. G. Teng, and J. Yang, “Interfacial stresses in beams and slabs bonded with a thin plate,” J. Eng. Mech., 127, No. 4, 399–406 (2001).CrossRef
17.
Zurück zum Zitat G. Z. Voyiadjis and P. I. Kattan, “A plasticity-damage theory for large deformation of solids. Pt. I. Theoretical formulation,” Int. J. Eng. Sci., 30, No. 9, 1089–1108 (1992).CrossRef G. Z. Voyiadjis and P. I. Kattan, “A plasticity-damage theory for large deformation of solids. Pt. I. Theoretical formulation,” Int. J. Eng. Sci., 30, No. 9, 1089–1108 (1992).CrossRef
18.
Zurück zum Zitat T. Q. Yu, X. S. Miao, J. M. Xiong, et al., “An orthotropic damage model for concrete at different temperatures,” Eng. Fract. Mech., 32, No. 5, 775–786 (1989).CrossRef T. Q. Yu, X. S. Miao, J. M. Xiong, et al., “An orthotropic damage model for concrete at different temperatures,” Eng. Fract. Mech., 32, No. 5, 775–786 (1989).CrossRef
19.
Zurück zum Zitat H. S. Shen, Y. Chen, and W. L. Su, “Bending and vibration characteristics of damaged RC slabs strengthend with externally bonded CFRP sheets,” Int. J. Compos. Struct., 63, 231–242 (2004).CrossRef H. S. Shen, Y. Chen, and W. L. Su, “Bending and vibration characteristics of damaged RC slabs strengthend with externally bonded CFRP sheets,” Int. J. Compos. Struct., 63, 231–242 (2004).CrossRef
Metadaten
Titel
Analytical Analysis of the Interfacial Stress in Damaged Reinforced Concrete Beams Strengthened by Bonded Composite Plates
verfasst von
T. Hassaine Daouadji
Publikationsdatum
01.09.2013
Verlag
Springer US
Erschienen in
Strength of Materials / Ausgabe 5/2013
Print ISSN: 0039-2316
Elektronische ISSN: 1573-9325
DOI
https://doi.org/10.1007/s11223-013-9496-4

Weitere Artikel der Ausgabe 5/2013

Strength of Materials 5/2013 Zur Ausgabe

    Marktübersichten

    Die im Laufe eines Jahres in der „adhäsion“ veröffentlichten Marktübersichten helfen Anwendern verschiedenster Branchen, sich einen gezielten Überblick über Lieferantenangebote zu verschaffen.