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FE modeling of FRP-concrete interface for very high cycle fatigue behavior
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
2014 (English)In: Advances in fracture and damage mechanics XII: selected, peer reviewed papers from the 12th International Conference on Fracture and Damage Mechanics (FDM 2013), September 17 - 19, 2013, Sardinia, Italy / [ed] A. Milazzo; M.H. Aliabadi, Durnten-Zurich: Trans Tech Publications Inc., 2014, 165-168 p.Conference paper (Refereed)
Abstract [en]

The fatigue damage of FRP-concrete interface is a major problem in strengthened structures subjected to fatigue loading. The available FRP-concrete interface models published in the literature usually deal with fracture mechanism approach, which is unsuitable for high cycle fatigue damage. In this study, a constitutive micro model is developed for FRP-concrete interface for high cycle fatigue and incorporated into a three dimensional finite-element program. Numerical analysis of a double lap joint is carried out, and the results show that the proposed model is reasonably accurate

Place, publisher, year, edition, pages
Durnten-Zurich: Trans Tech Publications Inc., 2014. 165-168 p.
Series
, Key Engineering Materials, ISSN 1013-9826 ; 577/578
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-35200DOI: 10.4028/www.scientific.net/KEM.577-578.165Local ID: 9a17763d-335f-4649-854a-fa19addfc7f9OAI: oai:DiVA.org:ltu-35200DiVA: diva2:1008452
Conference
International Conference on Fracture and Damage Mechanics : 17/09/2013 - 19/09/2013
Note
Godkänd; 2014; 20131210 (andbra)Available from: 2016-09-30 Created: 2016-09-30Bibliographically approved

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