This paper explains the effectiveness and the use of two different methods of flexural strengthening of reinforced concrete (RC) beams using high performance concrete (HPC) layer. A 50 mm thick layer/jacket of HPC was directly applied to the beam surface in two forms. In one form, strengthening is done only at the tension face. In the other form, U-shape HPC jacketing was done. A total number of six RC beams are tested under flexure. The different test parameters studied are crack pattern, load-deflection curves, first crack load and ultimate load. Results indicated a significant increase in the flexural strength of RC beams in both methods of strengthening. Beams strengthened in the form of U-shape jacketing showed a higher gain in strength.


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    Titel :

    Experimental Studies on Flexural Behaviour of RC Beams Strengthened with High Performance Concrete Layer


    Weitere Titelangaben:

    Lecture Notes in Civil Engineering


    Beteiligte:
    Pathak, K. K. (Herausgeber:in) / Bandara, J. M. S. J. (Herausgeber:in) / Agrawal, Ramakant (Herausgeber:in) / Harwalkar, Aravindkumar (Autor:in) / Ingale, Ashwini S. (Autor:in)


    Erscheinungsdatum :

    2020-09-28


    Format / Umfang :

    15 pages





    Medientyp :

    Aufsatz/Kapitel (Buch)


    Format :

    Elektronische Ressource


    Sprache :

    Englisch




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