6. Bibliography#

    1. KOECHLIN, « Membrane-flexure behavior model and perforation criterion for the analysis of thin reinforced concrete structures under soft shock », Paris VI doctoral thesis, 2007, 2007, http://www.lamsid.cnrs-bellevue.fr/productions/theses.htm.

  • P.Koechlin, S.Moulin. Model of the global behavior of reinforced concrete plates under dynamic flexural loading: improved law GLRC: modeling of cracking due to damage. Note HT-62/02/021/A, 11/2002.

  • P.Koechlin, S.Potapov. A global constitutive model for reinforced concrete plates. ASCE J. Eng. Mech. 2006.

    1. VOLDOIRE. Homogenization of heterogeneous structures. Note EDF/DER/MMN HI-74/93/055, 27/10/1993.

  • [V3.03.126] SSLS126 — Flexion of a reinforced concrete slab (glrc model) supported on 2 sides.

  • [V3.03.127] SSLS127 — Flexion of a reinforced concrete slab (glrc model) supported on 4 sides.

  • [V5.06.106] SDNS106 — Transient response of a reinforced concrete slab (model GLRC_DAMAGE).

    1. VOLDOIRE. Homogenization of heterogeneous structures. Note EDF/DER/MMN HI-74/93/055, 27/10/1993.

    1. KOECHLIN, MOCO 2007: Reference and user documentation, Note EDF /R &D HT-T62-2007-00635-EN, 12/04/2007.