3. Global models
In the global approach, reinforced concrete is replaced by an equivalent homogeneous material. The parameters of this new material are determined by a numerical or analytical homogenization procedure.
There are currently 3 global models of increasing complexity in Code_Aster (https://code-aster.org/spip.php?rubrique1) :
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Ongoing reading
Global models
Bibliography
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(1) - BOUSIAS (S.N.), VERZELETTI (G.), FARDIS (M.N.), GUITERREZ (E.) - « Load-Path effects in column biaxial bending and axial force ». - Journal of Engineering Mechanics, ASCE, 121(5), 596-605 (1995).
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(2) - CAQUOT (A.), KÉRISEL (J.) - Traité de mécanique des sols. - Gautiers-Villars,...
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