parameteres thickness=0.0127 boost: 4.5g’s * shelf 1: 4540kg 2: 1588kg 3: 680kg 4: 4536kg surface:...
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Parameteres thickness=0.0127
Boost: 4.5g’s * shelf 1: 4540kg 2: 1588kg
3: 680kg 4: 4536kg
surface: 12400kg
Parafoil Deployment: 4g’s * surface: 12400kg floor: 11340kg
Boost test caseMax Stress in x
1
MNMX
X
Y
Z
-.125E+09-.969E+08
-.689E+08-.410E+08
-.130E+08.150E+08
.430E+08.710E+08
.990E+08.127E+09
NOV 19 200321:16:07
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.643703SMN =-.125E+09SMX =.127E+09
Boost test caseMax Stress in y
1
MNMX
X
Y
Z
-.267E+09-.208E+09
-.148E+09-.889E+08
-.294E+08.300E+08
.895E+08.149E+09
.208E+09.268E+09
NOV 19 200321:16:44
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.643703SMN =-.267E+09SMX =.268E+09
Boost test casevon Mises stresses
1
MN
MX
X
Y
Z
6925
.264E+08.529E+08
.793E+08.106E+09
.132E+09.159E+09
.185E+09.211E+09
.238E+09
NOV 19 200321:17:34
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.643703SMN =6925SMX =.238E+09
Boost test casebuckling modes
1
X
Y
Z
NOV 19 200321:29:38
DISPLACEMENT
STEP=1SUB =1FACT=1.674DMX =1.012
1
XY
Z
NOV 19 200321:31:29
DISPLACEMENT
STEP=1SUB =2FACT=1.697DMX =1.012
***** INDEX OF DATA SETS ON RESULTS FILE *****
SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 1.6737 1 1 1 2 1.6973 1 2 2 3 2.7657 1 3 3
1
X
Y
Z
NOV 19 200321:32:05
DISPLACEMENT
STEP=1SUB =3FACT=2.766DMX =.54734
Parafoil test caseMax stress x
1
MN
MX
X
Y
Z
-.927E+08-.722E+08
-.516E+08-.311E+08
-.105E+08.100E+08
.306E+08.511E+08
.717E+08.923E+08
NOV 19 200321:49:44
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.360087SMN =-.927E+08SMX =.923E+08
Parafoil test caseMax stress y
1
MNMX
X
Y
Z
-.885E+08-.687E+08
-.488E+08-.290E+08
-.912E+07.107E+08
.306E+08.504E+08
.703E+08.902E+08
NOV 19 200321:50:14
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.360087SMN =-.885E+08SMX =.902E+08
Parafoil test casevon Mises stresses
1
MN
MX
X
Y
Z
361286
.184E+08.365E+08
.546E+08.726E+08
.907E+08.109E+09
.127E+09.145E+09
.163E+09
NOV 19 200321:50:48
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.360087SMN =361286SMX =.163E+09
Parameteres thickness=0.0169
Boost: 4.5g’s * shelf 1: 4540kg 2: 1588kg
3: 680kg 4: 4536kg
surface: 12400kg
Parafoil Deployment: 4g’s * surface: 12400kg floor: 11340kg
Boost test caseMax Stress in x
1
MNMX
X
Y
Z
-.197E+07-.152E+07
-.106E+07-606549
-150690305169
761028.122E+07
.167E+07.213E+07
NOV 19 200322:31:02
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.002368SMN =-.197E+07SMX =.213E+07
Boost test caseMax Stress in y
1
MNMX
X
Y
Z
-.530E+07-.412E+07
-.295E+07-.177E+07
-596283579821
.176E+07.293E+07
.411E+07.528E+07
NOV 19 200322:31:42
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.002368SMN =-.530E+07SMX =.528E+07
Boost test casevon Mises stresses
1
MN
MX
X
Y
Z
0
516410.103E+07
.155E+07.207E+07
.258E+07.310E+07
.361E+07.413E+07
.465E+07
NOV 19 200322:32:07
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.002368SMX =.465E+07
Boost test casebuckling modes
***** INDEX OF DATA SETS ON RESULTS FILE *****
SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE
1 5.2638 1 1 1
2 5.3332 1 2 2
3 5.4897 1 3 3
Parameteres thickness=0.0130
Boost: 4.5g’s * shelf 1: 4540kg 2: 1588kg
3: 680kg 4: 4536kg
surface: 12400kg
Parafoil Deployment: 4g’s * surface: 12400kg floor: 11340kg
Boost test caseMax Stress in x
1
MN
MX
X
Y
Z
-.119E+09-.926E+08
-.659E+08-.391E+08
-.124E+08.143E+08
.410E+08.677E+08
.944E+08.121E+09
NOV 19 200322:41:10
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.600394SMN =-.119E+09SMX =.121E+09
Boost test caseMax Stress in y
1
MNMX
X
Y
Z
-.255E+09-.199E+09
-.142E+09-.850E+08
-.281E+08.287E+08
.856E+08.142E+09
.199E+09.256E+09
NOV 19 200322:41:19
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.600394SMN =-.255E+09SMX =.256E+09
Boost test casevon Mises stresses
1
MN
MX
X
Y
Z
5111
.253E+08.505E+08
.758E+08.101E+09
.126E+09.152E+09
.177E+09.202E+09
.227E+09
NOV 19 200322:41:39
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.600394SMN =5111SMX =.227E+09
Boost test casebuckling modes
***** INDEX OF DATA SETS ON RESULTS FILE *****
SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 6.6723 1 1 1 2 6.9037 1 2 2 3 10.661 1 3 3
Parameteres thickness=0.0135
Boost: 4.5g’s * shelf 1: 4540kg 2: 1588kg
3: 680kg 4: 4536kg
surface: 12400kg
Parafoil Deployment: 4g’s * surface: 12400kg floor: 11340kg
Boost test caseMax Stress in x
1
MN
MX
X
Y
Z
-.111E+09-.859E+08
-.612E+08-.364E+08
-.116E+08.131E+08
.379E+08.626E+08
.874E+08.112E+09
NOV 19 200323:04:48
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.536453SMN =-.111E+09SMX =.112E+09
Boost test caseMax Stress in y
1
MNMX
X
Y
Z
-.237E+09-.185E+09
-.132E+09-.790E+08
-.261E+08.267E+08
.795E+08.132E+09
.185E+09.238E+09
NOV 19 200323:05:29
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.536453SMN =-.237E+09SMX =.238E+09
Boost test casevon Mises stresses
1
MN
MX
X
Y
Z
4614
.235E+08.470E+08
.704E+08.939E+08
.117E+09.141E+09
.164E+09.188E+09
.211E+09
NOV 19 200323:05:45
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.536453SMN =4614SMX =.211E+09
Boost test casebuckling modes
1
X
Y
Z
NOV 19 200323:11:27
DISPLACEMENT
STEP=1SUB =1FACT=7.457DMX =1.012
1
XY
Z
NOV 19 200323:11:51
DISPLACEMENT
STEP=1SUB =2FACT=7.711DMX =1.012
***** INDEX OF DATA SETS ON RESULTS FILE *****
SET TIME/FREQ LOAD STEP SUBSTEP CUMULATIVE 1 7.4572 1 1 1 2 7.7112 1 2 2 3 11.896 1 3 3
1
X
Y
Z
NOV 19 200323:12:16
DISPLACEMENT
STEP=1SUB =3FACT=11.896DMX =.642609
Parafoil test caseMax stress x
1
MN MX
X
Y
Z
-.811E+08-.631E+08
-.451E+08-.270E+08
-.899E+07.904E+07
.271E+08.451E+08
.631E+08.812E+08
NOV 19 200323:23:41
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.297153SMN =-.811E+08SMX =.812E+08
Parafoil test caseMax stress y
1
MNMX
X
Y
Z
-.790E+08-.612E+08
-.435E+08-.258E+08
-.810E+07.961E+07
.273E+08.450E+08
.628E+08.805E+08
NOV 19 200323:24:01
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.297153SMN =-.790E+08SMX =.805E+08
Parafoil test casevon Mises stresses
1
MNMX
X
Y
Z
329631
.164E+08.325E+08
.487E+08.648E+08
.809E+08.970E+08
.113E+09.129E+09
.145E+09
NOV 19 200323:24:25
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.297153SMN =329631SMX =.145E+09
Length Case Study
• Lengths:35, 25, 15, 5 meters
• thickness=: 0.2 meters
• Boost load: 200000 N
Length=351
MNMX
X
Y
Z
-.208E+07-.178E+07
-.148E+07-.119E+07
-886192-587198
-28820510788
309781608775
NOV 19 200323:49:43
NODAL SOLUTION
STEP=1SUB =1TIME=1SX (AVG)RSYS=0DMX =.368E-03SMN =-.208E+07SMX =608775
1
MNMX
X
Y
Z
-.112E+07-952226
-783762-615298
-446834-278370
-10990658558
227022395486
NOV 19 200323:49:59
NODAL SOLUTION
STEP=1SUB =1TIME=1SY (AVG)RSYS=0DMX =.368E-03SMN =-.112E+07SMX =395486
1
MN
MX
X
Y
Z
0
490299980598
.147E+07.196E+07
.245E+07.294E+07
.343E+07.392E+07
.441E+07
NOV 19 200323:50:18
NODAL SOLUTION
STEP=1SUB =1TIME=1SEQV (AVG)DMX =.368E-03SMX =.441E+07
Length=25
Length=15
Length=5
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