Chapter
Apr 26, 2012
Behavior and Analysis of RC T-Beams Partially Damaged in Shear and Repaired with CFRP Laminates
Authors: Riadh Al-Mahaidi, Kuan Lee, and Geoff TaplinAuthor Affiliations
Publication: Structures 2001: A Structural Engineering Odyssey
Abstract
In this study, the experimental results of three shear deficient T-beams strengthened using web-bonded CFRP strips are presented. Non-linear finite element modelling and analyses are also used to investigate the behaviour of these beams assuming plane stress condition and perfect bond between the concrete surface and the web-bonded CFRP strips. Both numerical and experimental results are then compared to assess the viability of using non-linear finite element modelling in predicting the behaviour of CFRP shear strengthened T-beams.
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Copyright
© 2001 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Beams
- Carbon fibers
- Composite materials
- Concrete
- Engineering fundamentals
- Engineering materials (by type)
- Fiber reinforced composites
- Fiber reinforced polymer
- Fibers
- Laminated materials
- Material mechanics
- Material properties
- Materials engineering
- Nonlinear finite element analysis
- Polymer
- Reinforced concrete
- Shear strength
- Strength of materials
- Structural engineering
- Structural members
- Structural systems
- Synthetic materials
Authors
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Riadh Al-Mahaidi
No affiliation information available.
Kuan Lee
No affiliation information available.
Geoff Taplin
Monash University, Australia
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.