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dc.contributor.authorRahnuma Shahrin
dc.contributor.authorChristopher P. Bobko
dc.date.accessioned2017-12-30T12:58:32Z
dc.date.available2017-12-30T12:58:32Z
dc.date.issued2017
dc.identifier.other%28ASCE%29NM.2153-5477.0000137.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244089
dc.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.
dc.titleCharacterizing Strength and Failure of Calcium Silicate Hydrate Aggregates in Cement Paste under Micropillar Compression
dc.typeJournal Paper
dc.journal.volume7
dc.journal.issue4
dc.journal.titleJournal of Nanomechanics and Micromechanics
dc.identifier.doi10.1061/(ASCE)NM.2153-5477.0000137
dc.page06017002
dc.treeJournal of Nanomechanics and Micromechanics:;2017:;Volume ( 007 ):;issue: 004
dc.contenttypeFulltext


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