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elements:sgrt2 [2023/11/22 14:24]
gilles
elements:sgrt2 [2023/12/12 16:01] (current)
gilles [Description]
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 Nodes 1, 3, 5, and 7 have 9 DoF ($u_1$, $u_2$, $p_w$, $p_g$, $T$, $v_{11}$, $v_{12}$, $v_{21}$, $v_{22}$), whereas nodes 2, 4, 6, and 8 only have 5 DoF ($u_1$, $u_2$, $p_w$, $p_g$, $T$). The central node 9 has 4 DoF ($\lambda_{11}$,​ $\lambda_{12}$,​ $\lambda_{21}$,​ $\lambda_{22}$),​ that have a different signification from ($v_{11}$, $v_{12}$, $v_{21}$, $v_{22}$) but occupy the same position. \\ \\ Nodes 1, 3, 5, and 7 have 9 DoF ($u_1$, $u_2$, $p_w$, $p_g$, $T$, $v_{11}$, $v_{12}$, $v_{21}$, $v_{22}$), whereas nodes 2, 4, 6, and 8 only have 5 DoF ($u_1$, $u_2$, $p_w$, $p_g$, $T$). The central node 9 has 4 DoF ($\lambda_{11}$,​ $\lambda_{12}$,​ $\lambda_{21}$,​ $\lambda_{22}$),​ that have a different signification from ($v_{11}$, $v_{12}$, $v_{21}$, $v_{22}$) but occupy the same position. \\ \\
 The flow (water, air, temperature) description can be different from the mechanical description:​ the pressure/​temperature can be linearly interpolated in a 4-nodes configuration,​ while the mechanical DoFs are parabolically interpolated in an 8-nodes configuration. In that case, the flow DoF must be fixed for the nodes that are not used (2, 4, 6, and 8). \\ \\  The flow (water, air, temperature) description can be different from the mechanical description:​ the pressure/​temperature can be linearly interpolated in a 4-nodes configuration,​ while the mechanical DoFs are parabolically interpolated in an 8-nodes configuration. In that case, the flow DoF must be fixed for the nodes that are not used (2, 4, 6, and 8). \\ \\ 
-The fluid constitutive laws that can be used with this element are, for now:\\ +The fluid constitutive laws that can be used with this element are, for now: 
-Implemented by: J-PRaduFCollin ​(2003)+  * [[laws:​wavat|WAVAT2]]:​ MWA coupling: Mechanical - Water - Air 
 +\\ 
 +Implemented by: GCormanHSong (2019) 
 +\\ \\ 
 +The framework definition of this element can be found in Corman (2024)((Corman,​ G. (2024). Hydro-mechanical modelling of gas transport processes in clay host rocks in the context of a nuclear waste repository. PhD thesis, University of Liège. https://​hdl.handle.net/​2268/​307996)).
 ==== Files ==== ==== Files ====
-Prepro: ​SGRC2A.F \\ +Prepro: ​SGRT2A.F \\ 
-Lagamine: ​SGRC2B.F+Lagamine: ​SGRT2B.F
  
 ===== Input file ===== ===== Input file =====
 ^Title (A5)^^ ^Title (A5)^^
-|TITLE|"​SGRC2" in the first 5 columns|+|TITLE|"​SGRT2" in the first 5 columns|
 ^Control data (4I5)^^ ^Control data (4I5)^^
 |NELEM|Number of elements| |NELEM|Number of elements|
Line 39: Line 43:
 |CBIOT3|Biot coefficient $b_{33}$| |CBIOT3|Biot coefficient $b_{33}$|
 ^Definition of the elements (5I5/9I5)^^ ^Definition of the elements (5I5/9I5)^^
-|NINTE|Number of integration points ​(1, 4, or 9)+|NNODM|Number of nodes for the mechancial description:​ 4 or 8 - Default value = 8| 
-|LMATM|"Classic" ​mechanical law| +|NINTM|Number of integration points ​for the mechanical description: ​1, 4, or 9| 
-|LMATSG|"Second gradient" material ​law|+|LMATM|Classic ​(1st gradient) ​mechanical law| 
 +|LMATSG| Second gradient ​mechanical ​law
 +|NNODP|Number of nodes for the flow description:​ 4 or 8 - Default value = 8| 
 +|NINTP|Number of integration points for the flow description:​ 1, 4, or 9\\ Must be equal to NINTM|
 |LMATF|Fluid law| |LMATF|Fluid law|
 |NNODF|Number of fluid nodes (4 or 8 - Default value = 8)| |NNODF|Number of fluid nodes (4 or 8 - Default value = 8)|
 |NODES(9)|List of nodes| |NODES(9)|List of nodes|
 ===== Results ===== ===== Results =====
-__Stresses ​(in global ​axes)__: \\ +  * Stresses ​(in global ​axxes
-"​classic"​ mechanical stresses: $\sigma_x$, $\sigma_y$, $\sigma_{xy}$,​ $\sigma_z$ ​\\ +    * Mechanical stresses (4): $\sigma_x$, $\sigma_y$, $\sigma_{xy}$,​ $\sigma_z$  
-8 "​second gradient"​ mechanical stresses: $\Sigma_{111}$, $\Sigma_{112}$, $\Sigma_{121}$, $\Sigma_{122}$, $\Sigma_{211}$, $\Sigma_{212}$, $\Sigma_{221}$, $\Sigma_{222}$ \\ +    * Flow in water (4): $f_{wx}$, $f_{wy}$, $f_{w,stored}$, 
-4 flow stresses: $f_x$, $f_y$, $f_{emmagasiné}$, $0$ \\ \\ +    * Flow in air (4): $f_{ax}$, $f_{ay}$, $f_{a,stored}$, 
-__Internal variables__\\ +    * Thermal flow (4): $f_{tx}$, $f_{ty}$, $f_{t,stored}$, 0 
-Internal variables of the "​classic" ​mechanical law \\ +  * Internal variables
-Internal variables of the "second gradient" ​mechanical law \\ +    ​* ​Internal variables of the (1st gradient) ​mechanical law 
-Internal variables of the fluid law+    ​* ​Internal variables of the second gradient mechanical law 
 +    ​* ​Internal variables of the flow law 
    
elements/sgrt2.1700659481.txt.gz · Last modified: 2023/11/22 14:24 by gilles