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    Textile Reinforced Concrete Subjected to Acidic and Alkaline Environment: Experimental Study

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008::page 04022156
    Author:
    Hemalatha Thiyagarajan
    ,
    Ramesh Gopal
    ,
    Smitha Gopinath
    DOI: 10.1061/(ASCE)MT.1943-5533.0004307
    Publisher: ASCE
    Abstract: Textile-reinforced concrete (TRC) is a special type of concrete gaining popularity nowadays in the field of civil engineering due to its technical advantages. Owing to the absence of coarse aggregate and high paste content, the properties of TRC are different from conventional concrete. Further, for the same reason, the characteristics against aggressive environmental conditions are different for TRC. As TRC can be used in many applications subjected to aggressive environments, in the present work, the mechanical and durability characteristics of TRC against acidic and alkaline environments are studied. The effect of the thickness of TRC specimens is also studied by using specimens of varied thicknesses such as 10, 15, and 20 mm. Compressive and flexural behavior tests for mechanical properties and water permeability as well as weight loss tests for durability characteristics are conducted. The results obtained showed that there is no significant weight loss due to the exposure to acidic or alkaline environments. However, there is a change in the compressive and flexural behavior of the TRC specimens subjected to various pH. This shows that the material can perform differently for strength and durability properties, as durability is mainly concerned with the density/permeability of the concrete whereas the strength depends on many other factors. Further, it is concluded that the increased thickness reduces the impact of aggressive solutions on TRC.
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      Textile Reinforced Concrete Subjected to Acidic and Alkaline Environment: Experimental Study

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4286521
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    • Journal of Materials in Civil Engineering

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    contributor authorHemalatha Thiyagarajan
    contributor authorRamesh Gopal
    contributor authorSmitha Gopinath
    date accessioned2022-08-18T12:22:44Z
    date available2022-08-18T12:22:44Z
    date issued2022/05/18
    identifier other%28ASCE%29MT.1943-5533.0004307.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286521
    description abstractTextile-reinforced concrete (TRC) is a special type of concrete gaining popularity nowadays in the field of civil engineering due to its technical advantages. Owing to the absence of coarse aggregate and high paste content, the properties of TRC are different from conventional concrete. Further, for the same reason, the characteristics against aggressive environmental conditions are different for TRC. As TRC can be used in many applications subjected to aggressive environments, in the present work, the mechanical and durability characteristics of TRC against acidic and alkaline environments are studied. The effect of the thickness of TRC specimens is also studied by using specimens of varied thicknesses such as 10, 15, and 20 mm. Compressive and flexural behavior tests for mechanical properties and water permeability as well as weight loss tests for durability characteristics are conducted. The results obtained showed that there is no significant weight loss due to the exposure to acidic or alkaline environments. However, there is a change in the compressive and flexural behavior of the TRC specimens subjected to various pH. This shows that the material can perform differently for strength and durability properties, as durability is mainly concerned with the density/permeability of the concrete whereas the strength depends on many other factors. Further, it is concluded that the increased thickness reduces the impact of aggressive solutions on TRC.
    publisherASCE
    titleTextile Reinforced Concrete Subjected to Acidic and Alkaline Environment: Experimental Study
    typeJournal Article
    journal volume34
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004307
    journal fristpage04022156
    journal lastpage04022156-13
    page13
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008
    contenttypeFulltext
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