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elements:sgrt2 [2023/11/22 09:38]
gilles created
elements:sgrt2 [2023/12/12 16:01] (current)
gilles [Description]
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 Plane or axisymmetric state Plane or axisymmetric state
 ===== Description ===== ===== Description =====
-{{  :elements:sgra2.png?370|}}+{{ :elements:sgrt2.png?370|}}
 Coupled Mechanical-Water-Air-Temperature analysis, Grenoble 2<​sup>​nd</​sup>​ gradient method, in large deformations. \\ \\ Coupled Mechanical-Water-Air-Temperature analysis, Grenoble 2<​sup>​nd</​sup>​ gradient method, in large deformations. \\ \\
-Type: 218 \\ \\+ 
 +Type: 230 \\ \\
  
 The element is defined by 9 nodes specified in NODES in the order indicated in the figure. \\ \\  The element is defined by 9 nodes specified in NODES in the order indicated in the figure. \\ \\ 
-Nodes 1, 3, 5, and 7 have DoF ($u_1$, $u_2$, $v_{11}$, $v_{12}$, $v_{21}$, $v_{22}$), whereas nodes 2, 4, 6, and 8 only have DoF ($u_1$, $u_2$). 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 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 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 description can be completely ​different from the mechanical description:​ the pressure can be interpolated ​linearly in a 4 node configuration,​ while the mechanical ​degrees of freedom ​are interpolated ​parabolically ​in an 8-node 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). \\ \\  
-Implemented by: J-PRaduFCollin ​(2003)+The fluid constitutive laws that can be used with this element are, for now: 
 +  * [[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|
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 |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/sgrt2.1700642316.txt.gz · Last modified: 2023/11/22 09:38 by gilles