Carbon Fiber Connectors for Concrete Sandwich Panels

For all specimens, the carbon fiber strands either ruptured under tension loads or buckled under compression loads with no evidence of concrete deterioration or bond failure. The nonlinear analytical model reflected the observed performance of the test specimens, indicating a reliable prediction for...

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Published inConcrete International p. 33
Main Authors Insel, Emre, Olsen, Matthew D, Tanner, Jennifer E, Dolan, Charles W
Format Trade Publication Article
LanguageEnglish
Published Farmington Hills American Concrete Institute 01.10.2006
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Abstract For all specimens, the carbon fiber strands either ruptured under tension loads or buckled under compression loads with no evidence of concrete deterioration or bond failure. The nonlinear analytical model reflected the observed performance of the test specimens, indicating a reliable prediction for specimens where rotation is permitted at the top.
AbstractList For all specimens, the carbon fiber strands either ruptured under tension loads or buckled under compression loads with no evidence of concrete deterioration or bond failure. The nonlinear analytical model reflected the observed performance of the test specimens, indicating a reliable prediction for specimens where rotation is permitted at the top.
Author Insel, Emre
Tanner, Jennifer E
Olsen, Matthew D
Dolan, Charles W
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StartPage 33
SubjectTerms Building construction
Carbon fibers
Concrete
Epoxy resins
Investigations
Load
Shear strength
Studies
Tensile strength
Title Carbon Fiber Connectors for Concrete Sandwich Panels
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