Reliability-based design optimization of a CFRP bridge

Julio Rodriguez-Sanchez, Juan Chiachio, Manuel Chiachio, Guillermo Rus

Research output: Chapter in Book/Report/Conference proceedingConference contribution book

Abstract

In this paper, a new all-composite fiber reinforced polymer (FRP) bridge typology is introduced. The structural system is composed by 4 families of 5 carbon fiber reinforced polymer (CFRP) symmetrically disposed straps, connected to 4 corner-supports and combined with a central CFRP strap. A glass fiber-reinforced polymer (GFRP) deck rests on top of several GFRP variable-section beams, which transfer the loads from the deck to the main net of CFRP laminates. Every structural component of the bridge is bonded by an adhesive resin to the others in contact with it. The bridge is simply-supported at the four CFRP strap family supports and at the extreme GFRP beams that support the deck plate. This way, the span of the bridge is equal to its total length The new-concept of bridge was studied by a finite element (FE) model of the structure. This FE model was further used to adjust a surrogate model of the bridge that was subsequently used for the optimization algorithm. A damage evolution model was implemented in the optimization algorithm to consider the stiffness reduction due to fatigue damage during the lifetime. Finally, the optimum bridge was analysed, checking that it fulfils the structural requirements stated in the design code EC3-2. The results of this work is not only a new optimized bridge concept, but also a scientific design approach that allows us to conceive rational structural designs made with new materials.

LanguageEnglish
Title of host publicationEngineering for Progress, Nature and People
Pages1178-1185
Number of pages8
ISBN (Electronic)9783857481352
DOIs
Publication statusPublished - 1 Sep 2014
Event37th IABSE Symposium on Engineering for Progress, Nature and People - Madrid, Spain
Duration: 3 Sep 20145 Sep 2014

Conference

Conference37th IABSE Symposium on Engineering for Progress, Nature and People
CountrySpain
CityMadrid
Period3/09/145/09/14

Fingerprint

Carbon Fiber
Carbon fibers
Polymers
Glass fibers
Fiber
Finite Element Model
Optimization Algorithm
Surrogate Model
Fatigue Damage
Fiber-reinforced Composite
Structural Design
Design optimization
Laminates
Adhesives
Fatigue damage
Structural design
Stiffness
Lifetime
Extremes
Damage

Keywords

  • bridge
  • carbon fiber
  • design
  • optimization
  • reliability
  • surrogate model
  • fiber reinforced polymer (FRP)
  • finite element (FE) model
  • carbon fiber reinforced plastics

Cite this

Rodriguez-Sanchez, J., Chiachio, J., Chiachio, M., & Rus, G. (2014). Reliability-based design optimization of a CFRP bridge. In Engineering for Progress, Nature and People (pp. 1178-1185) https://doi.org/10.2749/222137814814067428
Rodriguez-Sanchez, Julio ; Chiachio, Juan ; Chiachio, Manuel ; Rus, Guillermo. / Reliability-based design optimization of a CFRP bridge. Engineering for Progress, Nature and People. 2014. pp. 1178-1185
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Rodriguez-Sanchez, J, Chiachio, J, Chiachio, M & Rus, G 2014, Reliability-based design optimization of a CFRP bridge. in Engineering for Progress, Nature and People. pp. 1178-1185, 37th IABSE Symposium on Engineering for Progress, Nature and People, Madrid, Spain, 3/09/14. https://doi.org/10.2749/222137814814067428

Reliability-based design optimization of a CFRP bridge. / Rodriguez-Sanchez, Julio; Chiachio, Juan; Chiachio, Manuel; Rus, Guillermo.

Engineering for Progress, Nature and People. 2014. p. 1178-1185.

Research output: Chapter in Book/Report/Conference proceedingConference contribution book

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Rodriguez-Sanchez J, Chiachio J, Chiachio M, Rus G. Reliability-based design optimization of a CFRP bridge. In Engineering for Progress, Nature and People. 2014. p. 1178-1185 https://doi.org/10.2749/222137814814067428