Proceedings Vol. 10 (2004)
ENGINEERING MECHANICS 2004
May 10 – 13, 2004, Svratka, Czech Republic
Copyright © 2004 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
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pages 51 - +9p., full text
The aim of this paper is to characterize the recent methods grounded on damage and fracture mechanics, for the structural analysis of plain concrete and reinforced one. Both smeared and also localized numerical fracture simulations are contemplated to model the damage regions and the discrete cracks generating in loaded concrete elements. In dependence on the dimension of these members, eligible constitutive material laws may be postulated, extending from linear elasticity or viscoelasticity for large construction, to non-linear strain-softening or plasticity for smaller components. Special loading conditions are embraced if the use of fracture mechanics is proper, e.g., shearing, punching and anchorage pulling – out.
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All papers were reviewed by members of the scientific committee.