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    Development and Testing of Vascular Networks for Self-Healing Cementitious Materials

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007::page 04021164-1
    Author:
    Robert Davies
    ,
    Tony Jefferson
    ,
    Diane Gardner
    DOI: 10.1061/(ASCE)MT.1943-5533.0003802
    Publisher: ASCE
    Abstract: The success of self-healing cementitious materials relies on their ability to repeatedly heal over the lifetime of the material. Vascular networks have a distinct advantage over other self-healing techniques whereby the healing agent in the network can be routinely replenished. The aim of this study was to develop a multiuse vascular network that can be reused over the lifetime of a structure to enable repeated self-healing events in cementitious materials. The feasibility and self-healing efficacy of novel two-dimensional (2D) vascular networks in concrete beams were tested on laboratory-scale specimens before being trialed in situ on larger, structural-scale elements. The vascular networks were formed via linear interconnecting hollow channels filled with a healing agent that is delivered to zones of damage under an externally supplied pressure. This technique was reproducible at large scale and channels were refilled over a test period of 6 months. Of the two healing agents used in this study, sodium silicate (SS) proved easier to handle and supply into the vascular network, but cyanoacrylate (CA) offered greater strength recovery (up to 90%) in a relatively short time scale. The presence of flow networks in the cover concrete tended to act as a crack initiator and this was particularly evident in the larger-scale specimens. Nevertheless, the potential to enhance and enable multiscale healing in cementitious materials has been demonstrated.
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      Development and Testing of Vascular Networks for Self-Healing Cementitious Materials

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4270106
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    • Journal of Materials in Civil Engineering

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    contributor authorRobert Davies
    contributor authorTony Jefferson
    contributor authorDiane Gardner
    date accessioned2022-01-31T23:39:10Z
    date available2022-01-31T23:39:10Z
    date issued7/1/2021
    identifier other%28ASCE%29MT.1943-5533.0003802.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270106
    description abstractThe success of self-healing cementitious materials relies on their ability to repeatedly heal over the lifetime of the material. Vascular networks have a distinct advantage over other self-healing techniques whereby the healing agent in the network can be routinely replenished. The aim of this study was to develop a multiuse vascular network that can be reused over the lifetime of a structure to enable repeated self-healing events in cementitious materials. The feasibility and self-healing efficacy of novel two-dimensional (2D) vascular networks in concrete beams were tested on laboratory-scale specimens before being trialed in situ on larger, structural-scale elements. The vascular networks were formed via linear interconnecting hollow channels filled with a healing agent that is delivered to zones of damage under an externally supplied pressure. This technique was reproducible at large scale and channels were refilled over a test period of 6 months. Of the two healing agents used in this study, sodium silicate (SS) proved easier to handle and supply into the vascular network, but cyanoacrylate (CA) offered greater strength recovery (up to 90%) in a relatively short time scale. The presence of flow networks in the cover concrete tended to act as a crack initiator and this was particularly evident in the larger-scale specimens. Nevertheless, the potential to enhance and enable multiscale healing in cementitious materials has been demonstrated.
    publisherASCE
    titleDevelopment and Testing of Vascular Networks for Self-Healing Cementitious Materials
    typeJournal Paper
    journal volume33
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003802
    journal fristpage04021164-1
    journal lastpage04021164-15
    page15
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007
    contenttypeFulltext
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