Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates

Jun Zhang; Lang Ni Deng; Ling Liao

doi:10.4028/www.scientific.net/AMR.671-674.632

Paper Titles

Analysis and Test for the Space Different Thickness Film Structure in Still Air
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Analysis of Cracking Moment and Immediate Deflection in FRP Rebars Reinforced Concrete Beams
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Analysis on Reinforcement and Design of a Historic Building Retrofitting Project
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Axial Compressive Behavior of High- and Ultra High-Strength Concrete-Filled AFRP Tubes
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Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates
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Capacity Calculation on Reinforced Concrete Beams Strengthened by Externally Prestressed Transverse Tensioning Method
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Comparative Analysis of Traditional Braced Wall System and Retaining Wall System with Pre-Stressed Wale and Square Pipe Struts
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Compressive Testing of H-Shaped Steel Stub Columns Fabricated with Grade 800MPa High Performance Steel
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Damage Inspection and Assessment on a Transmission Angle Tower in Coastal Areas
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Calculation Methods for Flexural Capacity of...

Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates

Abstract:

Existing experimental studies showed that the reinforced concrete (RC) beams strengthened with prestressed carbon fiber-reinforced polymer (CFRP) plates had two possible flexural failure modes (including the compression failure and tension failure) according to the CFRP reinforcement ratio. Theoretical formulas based on the compatibility of strains and equilibrium of forces were presented to predict the nominal flexural strength of strengthened beams under the two failure modes, respectively. It can provide a reference for engineering application of strengthening design.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

632-635

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.632

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Online since:

March 2013

Authors:

Jun Zhang, Lang Ni Deng, Ling Liao

Keywords:

Calculation Method, CFRP Plate, Flexural Capacity, Pre-Stress, Reinforced Concrete (RC) Beam

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