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发表于 2014-3-28 10:27:43
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来自 湖北武汉
START
CEND
ENDSTEP=1200
CHECK=NO
TITLE= Jobname is: tapered_beam
TLOAD=1
TIC=1
SPC=1
$ Output result for request: BEAM
TYPE (BEAM) = ARCHIVE
ELEMENTS (BEAM) = 1
SET 1 = 1 THRU 160
ELOUT (BEAM) = EFFSTS PRESSURE EFFPLS
STEPS (BEAM) = 0 THRU END BY 50
SAVE (BEAM) = 10000
$ Output result for request: Energy
TYPE (Energy) = MATSUM
STEPS (Energy) = 0 THRU END BY 2
$ Output result for request: PLATE
TYPE (PLATE) = ARCHIVE
ELEMENTS (PLATE) = 2
SET 2 = 161 THRU 196
ELOUT (PLATE) = ZUSER
STEPS (PLATE) = 0 THRU END BY 50
SAVE (PLATE) = 10000
$ Output result for request: VEL
TYPE (VEL) = TIMEHIS
GRIDS (VEL) = 3
SET 3 = 5 365
GPOUT (VEL) = XVEL YVEL ZVEL ZFORCE
STEPS (VEL) = 0 THRU END BY 2
SAVE (VEL) = 10000
$------- Parameter Section ------
PARAM,CONTACT,THICK,0.0
PARAM,INISTEP,1e-7
PARAM,MINSTEP,1e-9
$------- BULK DATA SECTION -------
BEGIN BULK
INCLUDE tapered_beam.bdf
$
$ ========== PROPERTY SETS ==========
$
$
$ ========= MATERIAL DEFINITIONS ==========
$
$
$ -------- Material steel id =1
DMAT 1 .000783 1 1 1 1
EOSPOL 11.64e+09
SHREL 18.18e+08
YLDVM 1 1.4e+07
PMINC 1-3.8e+07
$
$ -------- Material rigid id =2
MATRIG 2 .000783
$
$ ======== Load Cases ========================
$
$
$ ------- Initial Velocity BC initial_velocity -----
SET1 4 1 THRU 369
TICGP 1 4 ZVEL 10000
$
$ -------- Contact : contact
$
CONTACT 2 SURF SURF 1 2 +
+ V4 BOTH
$
$ Slave contact surface for contact
$
SURFACE 1 SEG 1
CFACE 1 1 1 1
CFACE 2 1 2 1
CFACE 3 1 3 1
CFACE 4 1 4 1
$
$ Master contact surface for contact
$
SURFACE 2 ELEM 5
SET1 5 161 THRU 196
$
$ ------- Rigid Body Object rigid_constraint -----
$ ---- Reference Node for Rigid body is 394
$
$
ENDDATA
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