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

    Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer 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.

    OriginalsprogEngelsk
    TitelConcrete Modelling CONMOD'08 Proceedings of the International RILEM Symposium
    RedaktørerErik Schlangen, Geert De Schutter
    Antal sider8
    ForlagRilem publications
    Publikationsdato2008
    Sider495-502
    ISBN (Trykt)978-2-35158-060-8
    StatusUdgivet - 2008
    BegivenhedConcrete Modelling CONMOD-08 - Delft, Holland
    Varighed: 26 maj 200828 maj 2008
    Konferencens nummer: PRO 58

    Konference

    KonferenceConcrete Modelling CONMOD-08
    NummerPRO 58
    Land/OmrådeHolland
    ByDelft
    Periode26/05/200828/05/2008

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