VM212 Input Listing


/COM,ANSYS MEDIA REL. 2024R2 (05/10/2024) REF. VERIF. MANUAL: REL. 2024R2
/VERIFY,VM212
/TITLE,VM212,DDAM ANALYSIS OF FOUNDATION SYSTEM (2-DOF SYSTEM)
/COM, --------------------------------------------------------------------
/COM  REFERENCE:
/COM, INTERIM DESIGN VALUES FOR SHOCK DESIGN OF SHIPBOARD EQUIPMENT
/COM  NRL MEMORANDUM REPORT 1396, G. J. O'HARA, FEBRUARY 1963, P10.
/COM, --------------------------------------------------------------------
/COM, SHOCK INPUT DESCRIPTION:
/COM,
/COM, SHIP TYPE								- SURFACE
/COM, EQUIPMENT LOCATION					- DECK MOUNTED
/COM, CATEGORY OF SHOCK DESIGN VALUE		- ELASTIC-PLASTIC
/COM, SHOCK DIRECTION						- ARTHWARTSHIPS
/COM,
/COM, SHOCK DESIGN VALUES AS PER NRL-1396:
/COM, Aa = 0.4 * Ao AND Va = 0.2 * Vo, 
/COM, WHERE,
/COM, Ao 	= 10 * ((37.5 + Wa) * (12 + Wa) / (6 + Wa)**2) * (g)
/COM, Vo 	= 30 * ((12 + Wa) / (6 + Wa))
/COM, g 	= ACCELERATION DUE TO GRAVITY
/COM, Wa	= MODAL EFFECTIVE WEIGHT (KIPS) FOR MODE 'a'
/COM, 
/COM, BASED ON THE ABOVE EQUATIONS ACCELERATION AND VELOCITY COMPUTATION
/COM, CONSTANTS ARE DEFINED AS:
/COM, AF = 1.0, AA = 10, AB = 37.5, AC = 12, AD = 6
/COM, VF = 0.5, VA = 30, VB = 12, VC = 6
/COM, --------------------------------------------------------------------
/OUT,SCRATCH
/PREP7
_PI = 4*ATAN(1)
!*** MATERIAL PROPERTIES FOR SPRING ELEMENT IN POUNDS AND INCH ***
!-----------------------------------------------------------------
MP,PRXY,,0.3
MP,EX,1,1
! *** FE MODEL ***
! ----------------
N,1,0,0 
N,2,144,0
N,10,0,0,20
N,20,54,0,20
N,30,114,0,20
N,40,144,0,20
!*** ELEMENT TYPES ***
!---------------------
ET,1,COMBIN40,0,,3                  ! SPRING ELEMENT
! *** REAL CONSTANTS ***
! ----------------------
R,1,1.3E6							! SPRING CONSTANT # 1
E,1,10
! *** REAL CONSTANTS ***
! ----------------------
R,2,3.9E6                       	! SPRING CONSTANT # 2
REAL,2 
E,2,40
!*** ELEMENT TYPES ***
!---------------------
ET, 3, BEAM188						! BEAM188 ELEMENT MODEL
KEYOPT,3,3,2
!*** SECTION DATA ***
!--------------------
SECTYPE,3,BEAM,ASEC
SECDATA,100,833,,833,,1,,,,,10,10
!*** MATERIAL PROPERTIES FOR RIGID BEAM IN POUNDS AND INCH ***
!-------------------------------------------------------------
MP,EX,3,1
MP,GXY,3,1/2.6
TYPE,3
MAT,3
REAL,3
SECNUM,3
E,10,20
E,20,30
E,30,40
!*** ELEMENT TYPES ***
!---------------------
ET,4,MASS21,,,2                  	! MASS ELEMENTS
! *** REAL CONSTANTS ***
! ----------------------
R,4,10E3/386.						! MASS
TYPE,4
REAL,4
E,20
E,30
! *** BOUNDARY CONDITIONS *** 
! ---------------------------
D,1,ALL,0.0,,2,1
D,40,UY,0.0,,,,ROTX,ROTZ
D,40,UX
ALLSEL,ALL,ALL

CERIG,10,20,All
CERIG,30,20,All
CERIG,30,40,All

SAVE
FINISH
! *** SOLUTION CONTROLS FOR MODAL ANALYSIS *** 
! --------------------------------------------
/SOLUTION
ANTYPE,MODAL
MXPAND,2,,,NO                       ! DO NOT OBTAIN FORCES AND STRESSES
MODOPT,LANB,2,,,,OFF              	! 2 MODES EXTRACTED
                                    ! MODE SHAPE NORMALIZE OFF
/OUT,SCRATCH
SOLVE
*GET,FREQ_1,MODE,1,FREQ
*GET,FREQ_2,MODE,2,FREQ
FINISH

/POST1
SET,1,1
*GET,UZ1_20,NODE,20,U,Z
*GET,UZ1_30,NODE,30,U,Z
SET,1,2
*GET,UZ2_20,NODE,20,U,Z
*GET,UZ2_30,NODE,30,U,Z
FINISH

/SOLUTION
ANTYPE,SPECTRUM
SPOPT,DDAM							
ADDAM,0.4,10.0,37.5,12.0,6.0   		! INPUT SPECTRAL ACCELERATION
VDDAM,0.2,30.0,12.0,6.0        		! INPUT SPECTRAL VELOCITY
SED,0,0,1                      		! ATHWARTSHIPS = Z, DIRECTION
NRLSUM,,DISP
OUTRES,ALL,ALL
SOLVE
*GET,MODC_1,MODE,1,MCOEF
*GET,MODC_2,MODE,2,MCOEF
*GET,PFAC_1,MODE,1,PFACT
*GET,PFAC_2,MODE,2,PFACT
FINISH

/OUT,
/COM, -----------------------------
/COM, FREQUENCY VALUES
/COM, -----------------------------
*STATUS,FREQ_1
*STATUS,FREQ_2
/COM, -----------------------------
/COM, MODE COEFFICIENT VALUES
/COM, -----------------------------
*STATUS,MODC_1
*STATUS,MODC_2
/COM, -----------------------------
/COM, PARTICIPATION FACTOR VALUES
/COM, -----------------------------
*STATUS,PFAC_1
*STATUS,PFAC_2
/COM, -----------------------------
/COM, DISPLACEMENT VALUES
/COM, -----------------------------
/COM, ----------
/COM, MODE 1
/COM, ----------
*STATUS,UZ1_20
*STATUS,UZ1_30
/COM, ----------
/COM, MODE 2
/COM, ----------
*STATUS,UZ2_20
*STATUS,UZ2_30
/COM, -----------------------------
/COM, SHOCK DESIGN VALUES
/COM, -----------------------------
DA_1 = MODC_1*(2*_PI*FREQ_1)**2/PFAC_1
DA_2 = MODC_2*(2*_PI*FREQ_2)**2/PFAC_2
/COM
/OUT,SCRATCH
*DIM,LABEL,CHAR,2,3
*DIM,VALUE,,2,3
LABEL(1,1) = 'FREQ(f1),      ','FREQ(f2)  '  
LABEL(1,2) = '     Hz','     Hz' 
*VFILL,VALUE(1,1),DATA,46.30,114.0
*VFILL,VALUE(1,2),DATA,FREQ_1,FREQ_2
*VFILL,VALUE(1,3),DATA,FREQ_1/46.3,FREQ_2/114

*DIM,LAB1,CHAR,5,2
*DIM,VALUE1,,5,3
LAB1(1,1) = 'DEF.(20), ','DEF.(30)  ','MCOEF  ','PFACT ','SHOCK,D1  ' 
LAB1(1,2) = '  INCH','  INCH','','','  IN/S^2'
*VFILL,VALUE1(1,1),DATA,0.1629,0.1099,0.1931,7.0659,2316
*VFILL,VALUE1(1,2),DATA,ABS(UZ1_20),ABS(UZ1_30),ABS(MODC_1),ABS(PFAC_1),ABS(DA_1)
*VFILL,VALUE1(1,3),DATA,ABS(UZ1_20)/0.1629,ABS(UZ1_30)/0.1099,ABS(MODC_1)/0.1932,ABS(PFAC_1)/7.060,ABS(DA_1)/2316

*DIM,LAB2,CHAR,5,2
*DIM,VALUE2,,5,3
LAB2(1,1) = 'DEF.(20), ','DEF.(30)  ','MCOEF  ','PFACT ','SHOCK,D2  ' 
LAB2(1,2) = '  INCH','  INCH','','','  IN/S^2'
*VFILL,VALUE2(1,1),DATA,0.1099,0.1629,0.2175E-01,1.373,8133
*VFILL,VALUE2(1,2),DATA,ABS(UZ2_20),ABS(UZ2_30),ABS(MODC_2),ABS(PFAC_2),ABS(DA_2)
*VFILL,VALUE2(1,3),DATA,ABS(UZ2_20)/0.1099,ABS(UZ2_30)/0.1629,ABS(MODC_2)/0.2176E-01,ABS(PFAC_2)/1.373,ABS(DA_2)/8133
/COM
/OUT,vm212,vrt
/COM,------------------- VM212 RESULTS COMPARISON --------------
/COM,
/COM,                   |   TARGET   |   Mechanical APDL   			|   RATIO
/COM,
*VWRITE,LABEL(1,1),LABEL(1,2),VALUE(1,1),VALUE(1,2),VALUE(1,3)
(1X,A8,A8,'   ',F12.4,'  ',F16.4,'   ',1F15.3)
/COM,
/COM,MODE # 1
/COM,
*VWRITE,LAB1(1,1),LAB1(1,2),VALUE1(1,1),VALUE1(1,2),VALUE1(1,3)
(1X,A8,A8,'   ',F12.4,'  ',F16.4,'   ',1F15.3)
/COM,
/COM,MODE # 2
/COM,
*VWRITE,LAB2(1,1),LAB2(1,2),VALUE2(1,1),VALUE2(1,2),VALUE2(1,3)
(1X,A8,A8,'   ',F12.4,'  ',F16.4,'   ',1F15.3)
/COM,----------------------------------------------------------
/OUT,
*LIST,vm212,vrt
FINISH