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

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54 CHAPTER 3. COMMAND DESCRIPTION *PLOT MESH, OUTPUT=MPL 2. Use the following entries to draw the FE mesh from the element sets: E0000001, E0000002, E0000003. *PLOT MESH, OUTPUT=MPL *ELSET E0000001, E0000002, E0000003 *COLOR TABLE 3, 3, 8, 16
3.12. *Q-STRESS: EVALUATING THE Q-STRESS FOR A GIVEN CURVE 55 3.12 *Q-STRESS: Evaluating the Q-stress for a given curve *Q-STRESS command is used for evaluating the Q-stress distribution along a given line or curve. This option is currently not yet available. Section 5.2 gives the details of the formulation for calculating the Q-stress.
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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 and 36: 3.9. *PARAMETER: GENERATING A TABUL
Page 49 and 50: 3.10. *PATH: CALCULATING THE RESULT
Page 55: 3.11. *PLOT MESH: DRAWING THE FE ME
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
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A Finite Element Program (FECGS): Post-Processor FEPOST - GKSS

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