Mesoscopic analyses of porous concrete under static compression and drop weight impact tests

A.S. Agar Ozbek, R.R. Pedersen, J. Weerheijm, A. Simone, K. van Breugel, L.J. Sluys

    Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

    Abstract

    The failure process in highly porous concrete was analyzed experimentally and
    numerically. A triaxial visco-plastic damage model and a mesoscale representation of the
    material composition were considered to reproduce static compression and drop weight
    impact tests. In the mesoscopic model, concrete was considered as a four-phase material
    incorporating aggregates, bulk cement paste, interfacial transition zones and meso-size air
    pores. The stress-displacement relations obtained from static compression tests, the stress
    values, and the corresponding damage levels provided by the drop weight impact tests were
    used to compare numerical and experimental results. The objective is to analyze the
    mechanical properties of a highly porous cementitious material numerically in accordance
    with the exprimental results.

    Original languageEnglish
    Title of host publicationConcrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium
    EditorsErik Schlangen, Geert De Schutter
    Number of pages8
    PublisherRilem publications
    Publication date2008
    Pages495-502
    ISBN (Print)978-2-35158-060-8
    Publication statusPublished - 2008
    EventConcrete Modelling CONMOD-08 - Delft, Netherlands
    Duration: 26 May 200828 May 2008
    Conference number: PRO 58

    Conference

    ConferenceConcrete Modelling CONMOD-08
    NumberPRO 58
    Country/TerritoryNetherlands
    CityDelft
    Period26/05/200828/05/2008

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