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Solid

This is just a preparation file to study connection between solid and beam elements. Download is available in the download section of this document.

Keywords

Keywords

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: solidof.k

The used Keywords in alphabetical order.

*BOUNDARY_SPC_NODE
*CONSTRAINED_NODAL_RIGID_BODY
*CONTROL_ENERGY
*CONTROL_HOURGLASS
*CONTROL_TERMINATION
*CONTROL_TIMESTEP
*DATABASE_BINARY_D3PLOT
*DATABASE_GLSTAT
*DATABASE_HISTORY_NODE
*DATABASE_MATSUM
*DATABASE_NODAL_FORCE_GROUP
*DATABASE_NODFOR
*DATABASE_NODOUT
*DEFINE_CURVE
*ELEMENT_BEAM
*ELEMENT_SOLID
*END
*KEYWORD
*LOAD_NODE_POINT
*MAT_ELASTIC
*NODE
*PART
*SECTION_BEAM
*SECTION_SOLID
*SET_NODE_LIST
*TITLE

Reduced Input

Reduced Input

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: solidof.k

*Node and *Element Cards are removed.

  *KEYWORD
  *TITLE
  SOLID-BEAM DOF
  $
  $ This file is to demonstrate solid-beam connection and their DOF.
  $ A. Tabiei, 2-11-1998
  $
  $ mm, s, N, ton
  $                                                               
  *CONTROL_TERMINATION
  $   ENDTIM    
   0.002E+00 
  *CONTROL_TIMESTEP
  $   DTINIT      SCFT   
       0.000     0.900 
  *CONTROL_HOURGLASS
  $      IHQ        QH
           1     0.100
  *CONTROL_ENERGY
  $     HGEN      RWEN    SLNTEN     RYLEN
           2         1         1         1
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_MATSUM
   0.100E-04
  *DATABASE_NODOUT
   0.100E-04
  *DATABASE_GLSTAT
   0.100E-04
  *DATABASE_NODFOR
   0.100E-04
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DATABASE_BINARY_D3PLOT
  $  DT/CYCL  
   0.100E-03
  *DATABASE_HISTORY_NODE
  $      id1   
          19         7 
  *DATABASE_nodal_force_group
           5
  *SET_NODE_LIST
           5
          19         7
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *PART 
  SOLID                                         
  $      PID       SID       MID
           1         2         1                                                  
  *PART 
  BEAM                                            
  $      PID       SID       MID
           3         4         2                                                  
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *MAT_ELASTIC    
  $      MID        RO         E        PR         
           1 2.730E-09 7.2408E+4 3.000E-01
  *MAT_ELASTIC   
  $      MID        RO         E        PR         
           2 7.830E-09 2.070E+05 2.800E-01         
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *SECTION_SOLID      
  $      SID    ELFORM      
           2         1                     
  *SECTION_BEAM 
  $      SID    ELFORM                           
           4         2                                      
  $        A       ISS       ITT       IRR                           
      1600.0  213333.3  213333.3    288114.8
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *BOUNDARY_SPC_NODE                                                              
  $ NID/NSID       CID      DOFX      DOFY      DOFZ     DOFRX     DOFRY     DOFRZ
          26         0         1         1         1         1         1         1
          27         0         1         1         1         1         1         1
          28         0         1         1         1         1         1         1
          29         0         1         1         1         1         1         1
          30         0         1         1         1         1         1         1
          31         0         1         1         1         1         1         1
          32         0         1         1         1         1         1         1
          33         0         1         1         1         1         1         1
          34         0         1         1         1         1         1         1 
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *CONSTRAINED_NODAL_RIGID_BODY                                                   
  $     NSID       CID                                                            
           1                                                                      
  *SET_NODE_LIST                                                                  
  $      SID                         
           1                                                                      
  $     NID1      NID2      NID3      NID4      NID5      NID6      NID7      NID8
           7        15         6         5         8        12        11        18
          16  
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *LOAD_NODE_POINT                                                                
  $     NODE       DOF      LCID        SF   
          19         7         1       1.0 
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *DEFINE_CURVE
           1
  0.00000000000000E+00 0.0000000000000E+00
  2.00000000000000E-03 1.0000000000000E+09
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *NODE                                                                           
  $   NODE               X               Y               Z      
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *ELEMENT_BEAM
  $    EID     PID      N1      N2      N3
                               
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *ELEMENT_SOLID                                                                  
  $    EID     PID      N1      N2      N3      N4      N5      N6      N7      N8
  $---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
  *END

Figures

Figures

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: solidof.k

image01.gif

image02.gif

Animated Result

Animated Result

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: solidof.k

Result

Download

Download

This example has been taken from the introductory class of Prof. Dr. Ala Tabiei. Example name: solidof.k