Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Bücher
Zeitschriften
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
MTZ-Fachkongress

Antriebe und Energiesysteme von morgen


Austausch von Automobil- und Energiewirtschaft

Am 14./15. Mai geht es in Chemnitz um die Mobilitätswende durch Elektro- und Wasserstofffahrzeuge.
Erweiterte Suche
Anmelden
nach oben
Erschienen in:
Retrofitting Gravity Load Designed R.C Frames Using FRP Kapitel lesen Erstes Kapitel lesen

2019 | OriginalPaper | Buchkapitel

Probabilistic Thickness Requirement of CFRP Plates Bonded to Reinforced Concrete Bridge Decks

verfasst von : A. Ahmed, J. M. Kaura, O. S. Abejide

Erschienen in: Advances and Challenges in Structural Engineering

Verlag: Springer International Publishing

Einloggen

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

search-config
loading …

Abstract

Probabilistic reinforced concrete bridge deck flexural strengthening with Carbon Fibre Reinforced Polymer (CFRP) laminates is presented. Results show that the existing and evaluated deck is in conformity with AASHTO LRFD (2010) specifications and indicate that the composite concrete deck as suggested in formulations meet the requirements for bridge decks and have the ability to sustain more live loads up to about 90% than conventional reinforced concrete decks of the same structural formulations. Also, the initial safety indices observable prove to be traffic dependent as it depends more on the live load. AASHTO design equation that corresponds to a βtarget = 3.5 seems to be overestimated for strengthening purposes. The strengthening with a βtarget = 4.2 as suggested herein provides a better structural reliability than βtarget of 3.5 proposed by AASHTO LRFD (2010) provision and with no significant differences in bonded CFRP amounts required. The optimum thickness of bonded CFRP laminates required is found to be 5 mm for the upgrading of reinforced concrete bridge decks.

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!

Jetzt informieren

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!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Jetzt informieren
Vorheriges Kapitel Stability of Concrete Containments of Nuclear Plants Under Jet Impact Loads
Literatur
Aref, A.J., Alampalli, S., He, Y.: performance of a fibre reinforced polymer web core skew bridge superstructure. Part I: field testing and finite element simulations. Part II: failure modes and parametric study. Compos. Struct. 69(4), 500–509 (2005)CrossRef
AASHTO LRFD : Bridge Design Specifications. American Association of State Highway and Transportation Officials, Washington, D.C. (2004)
AASHTO LRFD: Bridge Design Specifications. American Association of State Highway and Transportation Officials, Washington, D.C. (2010)
Carolin, A., Nordin, H., Täljsten, B.: Concrete beams strengthened with near surface mounted reinforcement of CFRP. In: Teng, J.-G. (ed.) International Conference on FRP Composites in Civil Engineering, vol. 2, pp. 1059–1066 (2001). ISBN: 0-08-043945-4
Carolin, A., Hejll, A., Täljsten B.: Behaviour of concrete beams strengthened with CFRP and loaded in fatigue during the strengthening process. Paper presented at ICCI, San Francisco, June 2002
Folić, R.: Analysis of the effective slab width in reinforced and prestressed concrete elements. In: Damjanić, F., Swansea, P.P. (eds.) Computer-Aided Analysis and Design of C S, Part. II, pp. 1339–1354 (1984)
Folić, R., Cumbo, A.: Application of finite elements method in analysis of composite concrete-steel beams. BAM-1770/ 2001 XCIV, TU Budapest, pp. 55–66 (2001)
Goldberg, D.E.: Genetic Algorithms in Search, Optimization, and Machine Learning. Addison Wesley, New York (1989)
Goldberg, D.E., Deb, K.: A comparative analysis of selection schemes used in genetic algorithms. In: Rawlins, G. (ed.) Foundations of Genetic Algorithms. Morgan Kaufmann, San Mateo (1991)
Luke, S.: The design, installation and monitoring of an FRP bridge at West Mill, Oxford. In: Proceedings of Lightweight Bridge Decks-European Bridge Engineering Conference, Rotterdam, Netherlands, 27–28 March 2003
Karbhari, V.M.: FRP bridge decks, from design and characterization to field implementation. In: Proceedings of Lightweight Bridge Decks-European Bridge Engineering Conference, Rotterdam, Netherlands, 27–28 March 2003
Madsen, H.O.: Structural Behaviour of Timber. Timber Engineering Ltd., Vanvouver (1992)
Melchers, R.E.: Structural Reliability Analysis and Prediction, 2nd edn. Wiley, Chichester (1999)
Nordin, H., Täljsten, B., Carolin, A.: CFRP near surface mounted reinforcement (NSMR) for pre-stressing concrete beams. Paper presented at ICCI, San Francisco, June 2002
Rahman, A.H., Taylor, D.A., Kingsley, C.Y.: Evaluation of FRP as reinforcement for concrete bridges. In: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures International Symposium, pp. 71–86. American Concrete Institute, Detroit (1993)
Sivaraj, R., Ravichandran, T.: A review of selection methods in genetic algorithm. Int. J. Eng. Sci. Technol. (IJEST) 3(5), 3792–3793 (2011)
Stanley, K.S., William, L.G., Frank, E.W.: Differential reliability: probabilistic engineering applied to wood members in bending/tension. Forest Product Laboratory, United States Department of Agriculture, Madison, Wisconsin (1978)
Täljsten, B., Carolin, A.: CFRP - Strengthening. concrete beams strengthened with near surface mounted CFRP laminates. In: Burgoyne, C. (ed.) Fibre Reinforced Plastics for Reinforced Concrete Structures, FRPRCS-5, Cambridge, pp. 107–116 (2001)
Täljsten, B.: Strengthening of existing concrete structures with externally bonded fibre reinforced polymers, design and execution. Technical report, Division of Structural Engineering, Luleå University of Technology, Lulea (2002)
Tsompanakis, Y., Papadrakakis, M.: Robust and Efficient Methods for Reliability-based Structural Optimization (2000)
Tsompanakis, Y., Papadrakakis, M.: Efficient computational methods for large-scale structural optimization. Int. J. Comput. Eng. Sci. 1(02), 331–354 (2000)CrossRef
Metadaten
Titel
Probabilistic Thickness Requirement of CFRP Plates Bonded to Reinforced Concrete Bridge Decks
verfasst von
A. Ahmed
J. M. Kaura
O. S. Abejide
Copyright-Jahr
2019
Buch
Advances and Challenges in Structural Engineering

Print ISBN: 978-3-030-01931-0

Electronic ISBN: 978-3-030-01932-7

Copyright-Jahr: 2019

DOI
https://doi.org/10.1007/978-3-030-01932-7_31