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 in | Concrete International p. 33 |
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Main Authors | , , , |
Format | Trade Publication Article |
Language | English |
Published |
Farmington Hills
American Concrete Institute
01.10.2006
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Subjects | |
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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. |
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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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Copyright | Copyright American Concrete Institute Oct 2006 |
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Snippet | For all specimens, the carbon fiber strands either ruptured under tension loads or buckled under compression loads with no evidence of concrete deterioration... |
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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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