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    Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP

    In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tie-rod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results.

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    Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP

    In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tie-rod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results.

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    Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP

    In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tie-rod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results.

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    Title:

    Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP

    Additional title:

    Lecture Notes in Civil Engineering

    Contributors:

    Bienvenido-Huertas, David (editor) / Durán-Álvarez, Joaquín (editor) / de las Nieves González, María (author) / Prieto, María Isabel (author) / Cobo, Alfonso (author) / Matilla, Alberto Leal (author)

    Published in:

    Building Engineering Facing the Challenges of the 21st Century ; Chapter: 12 ; 197-213

    Lecture Notes in Civil Engineering ; 345

    Publication date:

    2023-07-22

    Size:

    17 pages

    ISBN:

    978-981-99-2714-2 , 978-981-99-2713-5

    ISSN:

    2366-2565 , 2366-2557

    DOI:

    https://doi.org/10.1007/978-981-99-2714-2_12

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Short beams , Concrete , CFRP , Strut and tie Engineering , Building Construction and Design , Sustainable Development , Sustainable Architecture/Green Buildings , Construction Management , Building Materials , Building Physics, HVAC

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