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- W2367748215 abstract "In order to improve and validate a new design approach for flexure strengthened bridges,according to the flexural behaviour and failure modes of RC beams strengthened with externally bonded CFRP sheets ard combining with the code for design of highway reinforced and prestressed concrete bridges and culverts(JTG D62-2004),the flexural capacity formulas of strength calculation are established based on the flexural experimental results about CFRP reinforcement.The limit of carrying capacity improvement,maximum and minimum areas of CFRP is also suggested.The effectiveness of the design approach is then validated by comparing the experimental results with the calculated flexural capacity,and the proposed design approach is highly practical and reliable for strengthened bridge calculation." @default.
- W2367748215 created "2016-06-24" @default.
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- W2367748215 date "2007-01-01" @default.
- W2367748215 modified "2023-09-26" @default.
- W2367748215 title "Calculation Method of Flexural Capacity of Reinforced Concrete Beams with Externally Bonded CFRP Sheets" @default.
- W2367748215 hasPublicationYear "2007" @default.
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