A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS

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34 CHAPTER 3. COMMAND DESCRIPTION 3.9.1 *PDIS: Calculating displacement at a given point Command *PDIS, suboption of *PARAMETER command, for evaluating the displacement at a defined degree of freedom for a given point. The following parameters are required: INPUT Set INPUT=COORD (point for calculating the displacement is given by the coordinates), INPUT=NODE (point is defined as a finite element node) NAME Set this parameter equal to the name of the displacement, for example, NAME=CTOD. Format Entry If INPUT=COORD the following data lines are required: I, 3F Degree of freedom, X,Y,Z. Repeat the above line as often as needed to give the more points. If INPUT=NODE the following data lines are required: DOFN, NODE Label . . . 2I Degree of freedom, Nodal label. Repeat the above line as often as needed to give the more points. Examples: 1. Use the following entries to calculate the nodal displacement U1 at the point (100.0, 100.0, 0.0) and U2 at the point (0.0, 100.0, 0.0). *PDIS, INPUT=COORD, NAME=LOAD 1,100.0, 100.0, 0.0 2,0.0, 100.0, 0.0
3.9. *PARAMETER: GENERATING A TABULAR LIST 35 2. Use the following entries to calculate the nodal displacement U1 for node 100, U2 for node 100 and U2 for node 200. *PDIS, INPUT=NODE, NAME=LOAD 1,100 2,100 2,200
Page 1 and 2: A Finite Element Program (FECGS): P
Page 3 and 4: Contents 1 GENERAL FEATURES 3 1.1 I
Page 5 and 6: Chapter 1 GENERAL FEATURES 1.1 Intr
Page 7 and 8: 1.2. COMMAND ENTRY 5 1.2 Command en
Page 9 and 10: Chapter 2 INPUT, OUTPUT AND PLOT FI
Page 11 and 12: 2.3. FEPOST PLOT FILE, GRAPHIC DISP
Page 13 and 14: Chapter 3 COMMAND DESCRIPTION
Page 15 and 16: 3.1. *CONTOUR: DRAWING CONTOUR PLOT
Page 25 and 26: 3.2. *CRACK: CALCULATING THE CRACK
Page 27 and 28: 3.3. *DEFORM: DRAWING THE DEFORMED
Page 29 and 30: 3.3. *DEFORM: DRAWING THE DEFORMED
Page 31 and 32: 3.5. *END POST: END COMMAND INPUT 2
Page 33 and 34: 3.7. *NORMALIZE: NORMALIZING THE ST
Page 35: 3.9. *PARAMETER: GENERATING A TABUL
Page 39 and 40: 3.9. *PARAMETER: GENERATING A TABUL
Page 49 and 50: 3.10. *PATH: CALCULATING THE RESULT
Page 55 and 56: 3.11. *PLOT MESH: DRAWING THE FE ME
Page 57 and 58: 3.12. *Q-STRESS: EVALUATING THE Q-S
Page 59 and 60: Chapter 4 LIST OF VARIABLES AND ELE
Page 61 and 62: Chapter 5 QUANTITY DEFINITIONS 5.1
Page 63: 5.3. THE WEAKEST LINK MODEL 61 5.3

A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS

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