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    Application of Fiber-Reinforced Rubcrete in Fencing Posts

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    Author:
    Anand Raj
    ,
    Praveen Nagarajan
    ,
    Shashikala Aikot Pallikkara
    DOI: 10.1061/(ASCE)SC.1943-5576.0000512
    Publisher: ASCE
    Abstract: Fencing posts are subjected to impact forces from animals like wild boars, wild cattle, and others that try to pass through them. Hence, improving the impact resistance of fencing posts is an issue of priority. Rubcrete is concrete in which crumb rubber replaces a particular volume of mineral aggregates. The impact resistance of concrete has been increased with the use of crumb rubber. Steel fibers and polypropylene fibers help in controlling macro and microcracks in concrete. Impact tests were carried out on concrete prisms with the inclusion of steel fibers at 0.25%, 0.5%, 0.75%, and 1% by total volume of concrete, and the results indicated that steel fiber content of 0.75% has the maximum strength-to-cost ratio among the steel fiber mixes. In the case of polypropylene fiber–reinforced concrete, 0.1%, 0.2%, and 0.3% polypropylene fibers were added to concrete, and it was found that the mix with polypropylene content of 0.2% had the best strength-to-cost ratio. The ratio of optimum energy absorbed to cost was observed for a rubcrete mix with 15% crumb rubber content. Static and impact tests were carried out on ordinary concrete, rubcrete, steel fiber–reinforced concrete, polypropylene fiber–reinforced concrete, steel fiber–reinforced rubcrete, and polypropylene fiber–reinforced rubcrete fencing posts, and it was observed that the steel fiber–reinforced rubcrete fencing posts performed better than the other types of posts studied.
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      Application of Fiber-Reinforced Rubcrete in Fencing Posts

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    contributor authorAnand Raj
    contributor authorPraveen Nagarajan
    contributor authorShashikala Aikot Pallikkara
    date accessioned2022-01-30T21:02:27Z
    date available2022-01-30T21:02:27Z
    date issued11/1/2020 12:00:00 AM
    identifier other%28ASCE%29SC.1943-5576.0000512.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267552
    description abstractFencing posts are subjected to impact forces from animals like wild boars, wild cattle, and others that try to pass through them. Hence, improving the impact resistance of fencing posts is an issue of priority. Rubcrete is concrete in which crumb rubber replaces a particular volume of mineral aggregates. The impact resistance of concrete has been increased with the use of crumb rubber. Steel fibers and polypropylene fibers help in controlling macro and microcracks in concrete. Impact tests were carried out on concrete prisms with the inclusion of steel fibers at 0.25%, 0.5%, 0.75%, and 1% by total volume of concrete, and the results indicated that steel fiber content of 0.75% has the maximum strength-to-cost ratio among the steel fiber mixes. In the case of polypropylene fiber–reinforced concrete, 0.1%, 0.2%, and 0.3% polypropylene fibers were added to concrete, and it was found that the mix with polypropylene content of 0.2% had the best strength-to-cost ratio. The ratio of optimum energy absorbed to cost was observed for a rubcrete mix with 15% crumb rubber content. Static and impact tests were carried out on ordinary concrete, rubcrete, steel fiber–reinforced concrete, polypropylene fiber–reinforced concrete, steel fiber–reinforced rubcrete, and polypropylene fiber–reinforced rubcrete fencing posts, and it was observed that the steel fiber–reinforced rubcrete fencing posts performed better than the other types of posts studied.
    publisherASCE
    titleApplication of Fiber-Reinforced Rubcrete in Fencing Posts
    typeJournal Paper
    journal volume25
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000512
    page10
    treePractice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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