Reference problem ===================== Geometry --------- .. image:: images/Object_1.svg :width: 480 :height: 360 .. _RefImage_Object_1.svg: +--------------------------------+--------------------------+ | .. code:: |:math:`h=\mathrm{1,00}[m]`| + + + | hauteur: | | +--------------------------------+--------------------------+ |width: |:math:`l=\mathrm{1,00}[m]`| +--------------------------------+--------------------------+ |thickness: |:math:`e=\mathrm{1,00}[m]`| +--------------------------------+--------------------------+ Material properties ---------------------- :math:`E=31\mathrm{GPa}` :math:`\nu =0.2` Here, we also enter the sorption-desorption curve that relates the water content .. image:: images/Object_4.svg :width: 480 :height: 360 .. _RefImage_Object_4.svg: To hygrometry .. image:: images/Object_5.svg :width: 480 :height: 360 .. _RefImage_Object_5.svg: . In this case it was assumed that the numerical values of .. image:: images/Object_6.svg :width: 480 :height: 360 .. _RefImage_Object_6.svg: And of .. image:: images/Object_7.svg :width: 480 :height: 360 .. _RefImage_Object_7.svg: are the same. Parameters specific to the natural creep of BETON_UMLV: +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |spherical part: apparent stiffness associated with the skeleton formed by hydrate blocks at the mesoscopic scale | + .. image:: images/Object_8.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |spherical part: apparent stiffness intrinsically associated with hydrates at the microscopic scale | + .. image:: images/Object_9.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |deviatoric part: stiffness associated with the capacity of adsorbed water to transmit charges (*load bearing water*)| + .. image:: images/Object_10.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |spherical part: apparent viscosity associated with the diffusion mechanism within the capillary porosity | + .. image:: images/Object_11.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |spherical part: apparent viscosity associated with the mechanism of interlamellar diffusion | + .. image:: images/Object_12.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |deviatory part: viscosity associated with water adsorbed by hydrate sheets | + .. image:: images/Object_13.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ | |deviatoric part: viscosity of free water. | + .. image:: images/Object_14.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +-------------------------------------------------------------------------------------------------------------+--------------------------------------------------------------------------------------------------------------------+ Parameters specific to the natural creep of BETON_BURGER: +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |spherical part: apparent stiffness associated with the reversible domain of delayed deformations | + .. image:: images/Object_205.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |deviatoric part: associated stiffness associated with the reversible domain of delayed deformations | + .. image:: images/Object_209.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |spherical part: apparent viscosity associated with the reversible range of delayed deformations | + .. image:: images/Object_211.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |spherical part: apparent viscosity associated with the irreversible diffusion mechanism | + .. image:: images/Object_213.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |deviatory part: viscosity associated with the reversible domain of delayed deformations | + .. image:: images/Object_215.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ | |deviatoric part: apparent viscosity associated with the irreversible diffusion mechanism | + .. image:: images/Object_217.svg + + | :width: 480 | | + :height: 360 + + | | | + [:math:`\mathrm{MPa.s}`] + + | | | +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ |:math:`\kappa =3.0\times {10}^{-3}` |Irreversible deformation standard controlling the nonlinearity applied to the long-term deformation module| +--------------------------------------------------------------------------------------------------------------+----------------------------------------------------------------------------------------------------------+ Boundary conditions and loads ------------------------------------- In this test, a homogeneous drying field that is invariant in the structure is created, the humidity being :math:`\text{100\%}` (condition of a sealed test piece). Mechanical loading corresponds to unidirectional compression in the vertical direction (:math:`z` in :math:`\mathrm{3D}` or :math:`y` in :math:`\mathrm{2D}`); its intensity is :math:`1[\mathrm{MPa}]`. The load is applied in :math:`\mathrm{1s}` and is kept constant for 100 days. Initial conditions -------------------- The start of the calculation is assumed to be instant :math:`–1`. At this moment there is no drying field or mechanical stress. At instant 0, a drying field corresponding to :math:`\text{100 \%}` of humidity is applied.