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    Characterizing Strength and Failure of Calcium Silicate Hydrate Aggregates in Cement Paste under Micropillar Compression

    Source: Journal of Nanomechanics and Micromechanics:;2017:;Volume ( 007 ):;issue: 004
    Author:
    Rahnuma Shahrin
    ,
    Christopher P. Bobko
    DOI: 10.1061/(ASCE)NM.2153-5477.0000137
    Abstract: A new methodology is proposed for investigating compressive failure behavior of cement paste at the micrometer scale. Micropillar geometries are fabricated by focused ion-beam milling on potential calcium-silicate-hydrate (C-S-H) locations identified through energy dispersive spectroscopy (EDS) spot analysis. Uniaxial compression testing of these pillars is performed using nanoindentation equipment. The compressive strength of C-S-H aggregates (225–606 MPa) measured from microcompression tests is found to be consistent with values from multiscale damage and molecular dynamic models. From posttest images, two primary deformation mechanisms at failure were identified; axial splitting and plastic collapse of the entire sample were observed.
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      Characterizing Strength and Failure of Calcium Silicate Hydrate Aggregates in Cement Paste under Micropillar Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4244089
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    contributor authorRahnuma Shahrin
    contributor authorChristopher P. Bobko
    date accessioned2017-12-30T12:58:32Z
    date available2017-12-30T12:58:32Z
    date issued2017
    identifier other%28ASCE%29NM.2153-5477.0000137.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244089
    description abstractA new methodology is proposed for investigating compressive failure behavior of cement paste at the micrometer scale. Micropillar geometries are fabricated by focused ion-beam milling on potential calcium-silicate-hydrate (C-S-H) locations identified through energy dispersive spectroscopy (EDS) spot analysis. Uniaxial compression testing of these pillars is performed using nanoindentation equipment. The compressive strength of C-S-H aggregates (225–606 MPa) measured from microcompression tests is found to be consistent with values from multiscale damage and molecular dynamic models. From posttest images, two primary deformation mechanisms at failure were identified; axial splitting and plastic collapse of the entire sample were observed.
    titleCharacterizing Strength and Failure of Calcium Silicate Hydrate Aggregates in Cement Paste under Micropillar Compression
    typeJournal Paper
    journal volume7
    journal issue4
    journal titleJournal of Nanomechanics and Micromechanics
    identifier doi10.1061/(ASCE)NM.2153-5477.0000137
    page06017002
    treeJournal of Nanomechanics and Micromechanics:;2017:;Volume ( 007 ):;issue: 004
    contenttypeFulltext
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