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

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40 CHAPTER 3. COMMAND DESCRIPTION 4. Use the following entries to calculate the material volume consisting of the element set E1 and E2. *SUM EVOL,NAME=EVOL12 E1, E2
3.9. *PARAMETER: GENERATING A TABULAR LIST 41 3.9.6 *Jn×× ××: Selecting the J-integral Command *Jn×× ××, suboption of *PARAMETER command, is used to select the J-integral at the given position and contour for a 3D fracture analysis and a given contour for 2D analysis. The first two characters ×× are used to define the position of the J-integral to be selected in a 3D analysis, and the second ×× are used to define the contour number of the J-integral to be selected at that position. For the 2D analysis the command is *Jn××, or *Jn01 ××, and ×× indicates the contour number of J-integral to be selected. Examples: 1. Use the following entries to select the J-integral in a 3D analysis. *Jn01 10 *Jn05 10 1. Use the following entry to select the contour 10 J-integral in a 2D analysis. *Jn10
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 and 36: 3.9. *PARAMETER: GENERATING A TABUL
Page 41: 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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