A large volume of reinforced concrete non-centrally compressed structures cannot be strengthening with composite materials, due to the introduction of restrictions imposed by regulatory documents. This situation is due to the insufficient volume of scientific research in Russia. In this regard, research work was carried out to determine the effectiveness of composite materials of flexible non-centrally compressed reinforced concrete structures. The paper presents the following results. The paper deals with the results of experimental studies of strength and deformability of reinforced concrete eccentric-compressed poles strengthen with different variants of composite materials. The graphs of changes in the relative deformations of composite materials in the most characteristic zones are given in order to determine the most stressed areas. The results of experimental investigations were analyzed and recommendations on strengthening of eccentric-compressed reinforced concrete structures with composite materials operating with a small eccentricity of load application were worked out. New, previously unstudied ways of strengthening eccentric-compressed structures have been developed.


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    Title :

    Effective Options for Composite Strengthening of Eccentric-Compressed Reinforced Concrete Poles with Small Eccentricities of Load Application


    Additional title:

    Lect. Notes in Networks, Syst.


    Contributors:

    Conference:

    International School on Neural Networks, Initiated by IIASS and EMFCSC ; 2022 ; St.Petersburg, Russia February 08, 2022 - February 10, 2022



    Publication date :

    2022-11-16


    Size :

    9 pages





    Type of media :

    Article/Chapter (Book)


    Type of material :

    Electronic Resource


    Language :

    English





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