Metafor

ULiege - Aerospace & Mechanical Engineering

User Tools

Site Tools


doc:user:elements:boundaries:pressure_shear

Differences

This shows you the differences between two versions of the page.

Link to this comparison view

Both sides previous revisionPrevious revision
Next revision
Previous revision
doc:user:elements:boundaries:pressure_shear [2026/07/29 10:51] papeleuxdoc:user:elements:boundaries:pressure_shear [2026/08/05 09:39] (current) boman
Line 1: Line 1:
-====== Pressure and shear ====== +====== Pressure and shear  (Metafor > v3593) ====== 
-===== Release notes ===== +<note important> 
-Since revision 3593 boundaries elements have been refactored to reduce code duplication using Material classes (see [[https://gitlab.uliege.be/am-dept/MN2L/oo_meta/-/merge_requests/167|MR !167]] for technical informations). So the documentation is "nearly duplicated" between version > or < 3593.+This Documentation refers to Metafor version >3593. 
 +for more informations on changes see [[https://gitlab.uliege.be/am-dept/MN2L/oo_meta/-/merge_requests/167|MR !167]] for technical informations). 
  
-====== Pressure and shear (version 3593) ======+for a Metafor version 3593, please refers to this [[pressure_shear_pre3593|page]]. 
 +</note>
  
 Pressure and shear boundary conditions can be applied using special finite elements defined on the boundary of the mesh. The geometry of these elements are lines in 2D corresponding to the boundary edges of the elements of the 2D mesh. Pressure and shear boundary conditions can be applied using special finite elements defined on the boundary of the mesh. The geometry of these elements are lines in 2D corresponding to the boundary edges of the elements of the 2D mesh.
 In 3D, pressure elements are triangles or quads, depending of the shape of the facets of the elements of the mesh near the boundary. In 3D, pressure elements are triangles or quads, depending of the shape of the facets of the elements of the mesh near the boundary.
  
-As any finite element, their definition requires an ''ElementProperty'' object and an ''Interaction'' (''LoadingInteraction'') and a ''Material''.+As any finite element, their definition requires an ''[[doc:user:elements:general:def_element_properties|ElementProperties]]'' object and an ''Interaction'' (''LoadingInteraction'') and a ''Material''.
  
-The ''ElementProperty'' contains the type of element and integration parameters (number of integration points, stiffness computation method, ...).+The ''[[doc:user:elements:general:def_element_properties|ElementProperties]]'' contains the type of element and integration parameters (number of integration points, stiffness computation method, ...).
 The ''PressureMaterial'' contains the values for the pressure and the shear, as well as functions defining the time / space evolution of these values.  The ''PressureMaterial'' contains the values for the pressure and the shear, as well as functions defining the time / space evolution of these values. 
  
Line 40: Line 42:
 | ''param'' | name of the property associated to the material (e.g. ''PRESSURE'') | | ''param'' | name of the property associated to the material (e.g. ''PRESSURE'') |
 | ''value'' | value of the corresponding property (e.g. value for the pressure)  | | ''value'' | value of the corresponding property (e.g. value for the pressure)  |
-| ''fct''   | function which characterizes the dependency of the property (optional: no fct if the value is constant) | +
-| ''lock''  | [[doc:user:general:locks|lock]] which defines the dependency variable of the property (e.g. time-dependence = ''TM'' |+
  
 ==== PressureMaterial ==== ==== PressureMaterial ====
Line 59: Line 60:
 ^   Name                                          ^     Description        Dependency ^ ^   Name                                          ^     Description        Dependency ^
 | ''STIFFMETHOD'' | Method used to compute the stiffness matrix\\ = ''STIFF_ANALYTIC'' : analytic matrix (default)\\ = ''STIFF_NUMERIC''  : numerical matrix  |  -  | | ''STIFFMETHOD'' | Method used to compute the stiffness matrix\\ = ''STIFF_ANALYTIC'' : analytic matrix (default)\\ = ''STIFF_NUMERIC''  : numerical matrix  |  -  |
-| ''MATERIAL'' | Number of the ''PressureMaterial''  to consider +| ''MATERIAL''    | Number of the ''PressureMaterial''  to consider 
-| ''NIP''    | Number of integration points by direction (default : 2D 2 / 3D 2x2)    |  -  |+| ''NIP''         | Number of integration points by direction (default : 2D 2 / 3D 2x2)    |  -  |
  
  
Line 71: Line 72:
 ^   Name                                          ^     Description        Dependency ^ ^   Name                                          ^     Description        Dependency ^
 | ''STIFFMETHOD'' | Method used to compute the stiffness matrix\\= ''STIFF_ANALYTIC'' : analytic matrix (default)\\ = ''STIFF_NUMERIC''  : numerical matrix \\ Not applicable, only the numerical one exists ! |  -  | | ''STIFFMETHOD'' | Method used to compute the stiffness matrix\\= ''STIFF_ANALYTIC'' : analytic matrix (default)\\ = ''STIFF_NUMERIC''  : numerical matrix \\ Not applicable, only the numerical one exists ! |  -  |
-| ''MATERIAL'' | Number of the ''PressureMaterial''  to consider +| ''MATERIAL''    | Number of the ''PressureMaterial''  to consider 
-| ''NIP''    | Total number of integration points (default : 1)    |  -  |+| ''NIP''         | Total number of integration points (default : 1)    |  -  |
  
  
Line 85: Line 86:
  
 ^  Name  ^  Description  ^  Dependency  ^ ^  Name  ^  Description  ^  Dependency  ^
-| ''NUM_CONTACT_INTERACTION'' | Number of the contact interaction, which is tested for the contact status |  -  |+| ''NUM_CONTACT_INTERACTION''   | Number of the contact interaction, which is tested for the contact status |  -  |
 | ''TRACTION_AT_TRANSITION_ON'' | If ''True'' (default), the traction of a node belonging to an element at the transition from contact to no contact is not set equal to zero, although the node is in contact  |  -  | | ''TRACTION_AT_TRANSITION_ON'' | If ''True'' (default), the traction of a node belonging to an element at the transition from contact to no contact is not set equal to zero, although the node is in contact  |  -  |
  
Line 105: Line 106:
 where where
  
-| ''no''       | number of the ''Interaction'' +| ''no''                      | number of the ''Interaction'' 
 | ''gObject1'', ''gObject2''  | meshed geometric entity where the boundary conditions are applied (one part of the boundary of the mesh)  |  | ''gObject1'', ''gObject2''  | meshed geometric entity where the boundary conditions are applied (one part of the boundary of the mesh)  | 
-| ''prp''      | [[doc:user:elements:general:def_element_properties|Properties]] of [[#Element|boundary condition elements]] to be generated  |+| ''prp''                     | [[doc:user:elements:general:def_element_properties|Properties]] of [[#Element|boundary condition elements]] to be generated  |
  
  
doc/user/elements/boundaries/pressure_shear.1785315095.txt.gz · Last modified: by papeleux

Donate Powered by PHP Valid HTML5 Valid CSS Driven by DokuWiki