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Modélisations bidimensionnelles
Numerical simulations performed in the frame of the “Benchmark des poutres de la Rance” are detailed in this paper. A 2D model is proposed in which the various constitutive elements of beams are represented: for concrete, an isotropic damage model is used; for prestressing and passive steels, an elastoplastic strain hardening model is adopted. Corrosion effect is considered by reductions of steel cross-section and ductility. The bond between smooth steel and concrete is modeled with joint elements. The load carrying capacity is estimated for various hypotheses for monotonic and cyclic load: sound steels, reduction of sections without ductility, reduction of sections and ductility. The numerical results are finally compared to experimental database.
Modélisations bidimensionnelles
Numerical simulations performed in the frame of the “Benchmark des poutres de la Rance” are detailed in this paper. A 2D model is proposed in which the various constitutive elements of beams are represented: for concrete, an isotropic damage model is used; for prestressing and passive steels, an elastoplastic strain hardening model is adopted. Corrosion effect is considered by reductions of steel cross-section and ductility. The bond between smooth steel and concrete is modeled with joint elements. The load carrying capacity is estimated for various hypotheses for monotonic and cyclic load: sound steels, reduction of sections without ductility, reduction of sections and ductility. The numerical results are finally compared to experimental database.
Modélisations bidimensionnelles
Millard, Alain (Autor:in) / Vivier, Mathieu (Autor:in)
Revue Européenne de Génie Civil ; 11 ; 97-111
01.01.2007
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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