载荷导出：
整车工况分析完成后；
首先点击export
（1）刚性体载荷输出：
1.选择fea loads;
2.输出载荷文件名称；
3.分析工况选择；
4. 刚性体体载荷选项；
5. 选择需要输出的刚性体参考坐标系，此marker点必须与有限元中坐标系统一，必须属性属于导出的刚性体；
6.点击add load points 列出输出载荷点；
7.所有输出载荷点的信息；
8.输出某时刻载荷；
然后点击ok，弹出载荷信息，见附件1
（2）柔性体车架载荷输出：
1.选择fea loads;
2.输出载荷文件名称；
3.分析工况选择；
4.柔性体载荷选项；
5.需要输出载荷的柔性体名称；
6.点击add load points 列出输出载荷点；
7.所有输出载荷点的信息；
8.输出某时刻载荷；
然后点击ok，弹出载荷信息，见附件2
附件1 刚性载荷输出
$ ******** N A S T R A N ********
$ ****** LOADS DATA SET FRAGMENT ******
$ Load File Created From Adams Analysis
$ TO BE MERGED WITH NASTRAN INPUT FILE!
$ Created: Thu Jun 14 09:59:51 2012
$ Number of Load Cases: 1
$ Units: Mass = kg
$ Length = mm
$ Force = newton
$ Time = sec
$ *************************************
$
$ Load Point Information (Global Reference Frame):
$ Node ID Adams ID X Y Z Marker Label
$ -------- -------- ------------ ------------ ------------ ------------
$ unknown 293 4.0070e+003 0.0000e+000 4.3591e+002 hooke_jxs_joint_i_1
... ... ...
$ unknown 306 4.0070e+003 -5.3500e+002 6.7591e+002 bul_bumpstop_j_1_2
$
$ Load Point Information (FEA Reference Frame):
$ Node ID Adams ID X Y Z Marker Label
$ -------- -------- ------------ ------------ ------------ ------------
$ unknown 293 1.4754e+003 2.3479e+001 -4.4409e+002 hooke_jxs_joint_i_1
... ... ...
$ unknown 306 1.4754e+003 -5.1152e+002 -2.0409e+002 bul_bumpstop_j_1_2
$
$ NOTE: Replace these markers with grid IDs at specified location:
$ Marker X Y Z (wrt FEM CS)
$ M293 4.0070e+003 0.0000e+000 4.3591e+002
... ... ...
$ M306 4.0070e+003 -5.3500e+002 6.7591e+002
$
$ C A S E C O N T R O L
$
SUBCASE 1
LOAD= 1
OLOAD(SORT1,PRINT)=ALL
SUBTITLE = ADAMS SIM TIME = 7.0000e+000
$
BEGIN BULK
$ B U L K D A T A
$
$
$ LOAD CASE = 1
$
$ 1 .. 2 .. 3 .. 4 .. 5 .. 6 .. 7 .. 8 .. 9 .. CONT .
$ 1 .. 2 .. 3 .. 4 .. 5 .. CONT .
GRAV* 10001 -1.0 28.4270515 +
* 125.812496 9595.51200
RFORCE* 10002 -1.0 +
* 0.000577991421 -0.000533908634 -0.00151323988 2
RFORCE* 10003 0.0 +
* -0.00995798793 -0.00801067774 0.000466755709 2 +
* -1.0
FORCE* 10002 M294 1.0 +
* 0.0686111902 -0.447453354 -20.9092221
... ... ...
* -13.9486588 -15.6678796 2235.69251
MOMENT* 10003 M284 1.0 +
* -435.159833 1263.50610 -0.178544272
FORCE* 10002 M286 1.0 +
* 157.943740 56.7144254 1672.37224
MOMENT* 10003 M286 1.0 +
* -513.256821 2614.67777 1.83344545
FORCE* 10002 M288 1.0 +
* 58.9357764 63.4389819 1618.61486
MOMENT* 10003 M288 1.0 +
* -150.805337 2306.45345 3.42330570
FORCE* 10002 M302 1.0 +
* 4.42738765 2.53977569 -4.93521360
MOMENT* 10003 M302 1.0 +
* 128.043174 -43.6449694 12.6223891
FORCE* 10002 M304 1.0 +
* 5.17444491 0.473450435 -12.7357524
MOMENT* 10003 M304 1.0 +
* -200.736162 -72.3079024 -21.5351386
LOAD 1 1.0 1.0 10001 1.0 10002 1.0 10003
附件2 柔性载荷输出
$ ******** N A S T R A N ********
$ ****** LOADS DATA SET FRAGMENT ******
$ Load File Created From Adams Analysis
$ TO BE MERGED WITH NASTRAN INPUT FILE!
$ Created: Thu Jun 14 09:34:03 2012
$ Number of Load Cases: 1
$ Units: Mass = kg
$ Length = mm
$ Force = newton
$ Time = sec
$ *************************************
$
$ Load Point Information (Global Reference Frame):
$ Node ID Adams ID X Y Z Marker Label
$ -------- -------- ------------ ------------ ------------ ------------
$ 2374299 396 6.8034e+002 -4.6975e+002 6.3276e+002 ipl_interface_j_1
... ... ...
$ 2379706 426 4.2244e+003 5.6772e+002 4.6400e+002 ips_interface_j_1
$ Load Point Information (FEA Reference Frame):
$ Node ID Adams ID X Y Z Marker Label
$ -------- -------- ------------ ------------ ------------ ------------
$ 2374299 396 6.8034e+002 -4.6975e+002 6.3276e+002 ipl_interface_j_1
... ... ...
$ 2379706 426 4.2244e+003 5.6772e+002 4.6400e+002 ips_interface_j_1
$ C A S E C O N T R O L
SUBCASE 1
LOAD= 1
OLOAD(SORT1,PRINT)=ALL
SUBTITLE = ADAMS SIM TIME = 7.0000e+000
BEGIN BULK
$ B U L K D A T A
$ LOAD CASE = 1
$ 1 .. 2 .. 3 .. 4 .. 5 .. 6 .. 7 .. 8 .. 9 .. CONT .
$ 1 .. 2 .. 3 .. 4 .. 5 .. CONT .
GRAV* 10001 -1.0 26.7809914
* 124.684702 9597.90694
RFORCE* 10002 -1.0 ... ... ...
* 1.04322444 19.5601983 52.2233112
LOAD 1 1.0 1.0 10001 1.0 10002 1.0 10003
