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WEBからNASTRANデータを送付して結果をメールで受け取ります。(300節点限定)
簡単なシェルのモデルでモーダル過度応答解析の例です。
パスワード1
nastranと入力してください。
返信用アドレス
結果を受け取るメールアドレスを入力してください。
携帯アドレス
返信タイプ
結果リスト(OUT) サマリーファイル(RSF) ログファイル(LOG) 指定無し
出力タイプ
FEMAP結果(FNO) FEMAPニュートラル(NEU) N4E結果(ELS,DISP) PRO/E結果(XDB) IDEAS結果(OP2) CADAS結果 PATRANASCII PATRANBINARY NORANBINARY 指定無し 解析結果のタイプの種類を選択してください。
解析種類
静解析101 モーダル103 座屈固有値105 非線形静解析106 直接周波数応答108 直接時刻歴応答109 モーダル周波数応答111 モーダル時刻歴応答112 非線形時刻歴129 非線形定常熱伝導153 非線形非定常熱伝導159 非線形座屈180 プリストレス静解析181 プリストレスモーダル182 プリストレス周波数応答183 プリストレス時刻歴応答184 非線形プリストレスモーダル185 非線形プリストレス周波数応答186 非線形プリストレス時刻歴応答187 線形プリストレス複素固有値188 非線形プリストレス複素固有値189 解析の種類を選択してください。
ヘッダ
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 TIME 60 CEND TITLE = WEB NASTRAN SUBTITLE = 周波数応答解析 $はコメント行です。 $$ 基本フォームは8桁X10カラムです。 $$ ","で区切ればフリーフォーマットとなります。 $$ GiDで読み込むために以下のカードを入れます NASTRAN RSLTFILETYPE=FEMAPASCII
解析ケース
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 SET 1 = 1 DISPLACEMENT(PHASE) = ALL FORCE(PHASE) = ALL TITLE = INSTALLATION TEST CASE SUBTITLE = FORCED DYNAMIC RESPONSE SDAMPING = 20 TSTEP = 25 LOADSET = 10 METHOD = 1 SUBCASE = 1 DISPLACEMENT = ALL STRESS = ALL SPC = 258 DLOAD = 12 DISPLACEMENT=ALL 変位結果を出力します SPCFORCE = ALL 拘束反力を出力します OLOAD = ALL 節点荷重を出力します ELFORCE = ALL 要素力を出力します SUBCASE 1 解析セットの番号1です SPC=1 拘束セットの1番を選択します LOAD=1 荷重セットの1番を選択します STRESS=ALL 応力をを出力します
パラメータ
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0
バルクデータ
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 BEGIN BULK PARAM,AUTOSPC,YES
非線形データ
座標系
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ CORD2R 1 0 0.000 0.000 0.000 0.000 0.000 1.000+ f24 + f24 1.000 0.000 0.000 CORD2R 2 1 0.000 0.000 0.000 0.000 0.000 1.000+ f31 + f31 1.000 0.000 0.000 CORD2R 3 2 0.000 0.000 0.000 0.000 0.000 1.000+ f34 + f34 1.000 0.000 0.000 ディフォルト座標系番号は0です。 何も指定しなければ自動的に作成されます。
材料テーブル 形状テーブル
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ MAT1,1,199937.,,0.27,7.82854E-9,1.17E-5,,, PSHELL,1,1,1.6,1,,1 $$ 線形材料は以下のMAT1 MAT1 1 73084.4 0.3302.8e-0092.3e-0050.0e+0000.0e+000+ ff38 + ff38 0.000 0.000 0.000 $$ 非線型材料はMAT1と同じIDで以下のMATS1 MATS1, 1 ,,PLASTIC,1.E+6,,,50.0
節点データ
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ GRID 1 2-60.000 0.000 -90.000 2 GRID 2 2-60.000 0.000 110.000 2 GRID 3 2120.000 0.000 110.000 2 GRID 4 2120.000 0.000 -90.000 2 GRID 5 2-60.000 0.000 -40.000 2 GRID 6 2-60.000 0.000 10.000 2 GRID 7 2-60.000 0.000 60.000 2 GRID 8 20.000 0.000 110.000 2 GRID 9 260.000 0.000 110.000 2 GRID 10 2120.000 0.000 60.000 2 GRID 11 2120.000 0.000 10.000 2 GRID 12 2120.000 0.000 -40.000 2 GRID 13 260.000 0.000 -90.000 2 GRID 14 20.000 0.000 -90.000 2 GRID 15 260.000 0.000 -40.000 2 GRID 16 20.000 0.000 -40.000 2 GRID 17 260.000 0.000 10.000 2 GRID 18 20.000 0.000 10.000 2 GRID 19 260.000 0.000 60.000 2 GRID 20 20.000 0.000 60.000 2 GRID 21 2-60.000 80.000 -90.000 3 GRID 22 2-60.000 80.000 110.000 3 GRID 23 2120.000 80.000 -90.000 3 GRID 24 2120.000 80.000 110.000 3 GRID 25 2-11.120 80.000 70.000 3 GRID 26 298.376 80.000 70.000 3 GRID 27 298.376 80.000 -30.000 3 GRID 28 240.000 80.000 -30.000 3 GRID 29 240.000 80.000 40.000 3 GRID 30 2-11.120 80.000 40.000 3 GRID 31 2-60.000 80.000 -42.381 3 GRID 32 2-60.000 80.000 5.238 3 GRID 33 2-60.000 80.000 62.381 3 GRID 34 20.000 80.000 110.000 3 GRID 35 260.000 80.000 110.000 3 GRID 36 2120.000 80.000 71.905 3 GRID 37 2120.000 80.000 24.286 3 GRID 38 2120.000 80.000 -32.857 3 GRID 39 260.000 80.000 -90.000 3 GRID 40 20.000 80.000 -90.000 3 GRID 41 298.376 80.000 20.000 3 GRID 42 213.212 80.000 70.000 3 GRID 43 249.711 80.000 70.000 3 GRID 44 212.032 80.000 40.000 3 GRID 45 221.031 80.000 91.340 3 GRID 46 243.181 80.000 90.859 3 GRID 47 289.956 80.000 -59.552 3 GRID 48 243.479 80.000 -53.991 3 GRID 49 215.863 80.000 -4.948 3 GRID 50 2-4.929 80.000 -28.392 3 GRID 51 298.376 150.180 70.000 3 GRID 52 298.376 150.180 -30.000 3 GRID 53 298.376 115.090 70.000 3 GRID 54 298.376 150.180 20.000 3 GRID 55 298.376 115.090 -30.000 3 GRID 56 298.376 115.090 20.000 3 GRID 57 2-11.120 150.180 70.000 3 GRID 58 2-11.120 111.625 70.000 3 GRID 59 225.378 150.180 70.000 3 GRID 60 261.877 150.180 70.000 3 GRID 61 255.559 113.735 70.000 3 GRID 62 218.859 112.574 70.000 3 GRID 63 2-11.120 150.180 40.000 3 GRID 64 2-11.120 115.090 40.000 3 GRID 65 240.000 150.180 40.000 3 GRID 66 240.000 115.090 40.000 3 GRID 67 214.440 150.180 40.000 3 GRID 68 213.236 115.090 40.000 3 GRID 69 240.000 150.180 -30.000 3 GRID 70 240.000 115.090 -30.000 3 $$ 節点の定義 GRID,(ID),(定義座標),(X),(Y),(Z),(変位座標)
要素データ1
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ CCQUAD4,1,1,20,8,2,7,,0.0, CQUAD4,2,1,19,9,8,20,,0.0, CQUAD4,3,1,10,3,9,19,,0.0, CQUAD4,4,1,18,20,7,6,,0.0, CQUAD4,5,1,17,19,20,18,,0.0, CQUAD4,6,1,11,10,19,17,,0.0, CQUAD4,7,1,16,18,6,5,,0.0, CQUAD4,8,1,15,17,18,16,,0.0, CQUAD4,9,1,12,11,17,15,,0.0, CQUAD4,10,1,14,16,5,1,,0.0, CQUAD4,11,1,13,15,16,14,,0.0, CQUAD4,12,1,4,12,15,13,,0.0, CQUAD4,13,1,39,48,47,23,,0.0, CQUAD4,14,1,48,39,40,50,,0.0, CQUAD4,15,1,50,30,44,49,,0.0, CQUAD4,16,1,35,46,45,34,,0.0, CQUAD4,17,1,49,44,29,28,,0.0, CQUAD4,18,1,48,50,49,28,,0.0, CQUAD4,19,1,47,48,28,27,,0.0, CQUAD4,20,1,38,23,47,27,,0.0, CQUAD4,21,1,37,38,27,41,,0.0, CQUAD4,22,1,36,37,41,26,,0.0, CQUAD4,23,1,35,24,36,26,,0.0, CQUAD4,24,1,46,35,26,43,,0.0, CQUAD4,25,1,45,46,43,42,,0.0, CQUAD4,26,1,34,45,42,25,,0.0, CQUAD4,27,1,50,40,21,31,,0.0, CQUAD4,28,1,30,50,31,32,,0.0, CQUAD4,29,1,25,30,32,33,,0.0, CQUAD4,30,1,34,25,33,22,,0.0, CQUAD4,31,1,31,21,1,5,,0.0, CQUAD4,32,1,32,31,5,6,,0.0, CQUAD4,33,1,33,32,6,7,,0.0, CQUAD4,34,1,22,33,7,2,,0.0, CQUAD4,35,1,34,22,2,8,,0.0, CQUAD4,36,1,35,34,8,9,,0.0, CQUAD4,37,1,24,35,9,3,,0.0, CQUAD4,38,1,36,24,3,10,,0.0, CQUAD4,39,1,37,36,10,11,,0.0, CQUAD4,40,1,38,37,11,12,,0.0, CQUAD4,41,1,23,38,12,4,,0.0, CQUAD4,42,1,39,23,4,13,,0.0, CQUAD4,43,1,40,39,13,14,,0.0, CQUAD4,44,1,21,40,14,1,,0.0, CQUAD4,45,1,56,54,51,53,,0.0, CQUAD4,46,1,41,56,53,26,,0.0, CQUAD4,47,1,55,52,54,56,,0.0, CQUAD4,48,1,27,55,56,41,,0.0, CQUAD4,49,1,62,59,57,58,,0.0, CQUAD4,50,1,42,62,58,25,,0.0, CQUAD4,51,1,61,60,59,62,,0.0, CQUAD4,52,1,43,61,62,42,,0.0, CQUAD4,53,1,53,51,60,61,,0.0, CQUAD4,54,1,26,53,61,43,,0.0, CQUAD4,55,1,58,64,30,25,,0.0, CQUAD4,56,1,64,58,57,63,,0.0, CQUAD4,57,1,68,67,65,66,,0.0, CQUAD4,58,1,44,68,66,29,,0.0, CQUAD4,59,1,64,63,67,68,,0.0, CQUAD4,60,1,30,64,68,44,,0.0, CQUAD4,61,1,66,70,28,29,,0.0, CQUAD4,62,1,70,66,65,69,,0.0, CQUAD4,63,1,70,55,27,28,,0.0, CQUAD4,64,1,55,70,69,52,,0.0, $$ 要素の定義 (要素タイプ),(ID),(NODE1),(NODE2),(NODE3),後は要素依存です
要素データ2
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $
要素データ3
荷重条件 拘束条件
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ SPC,258,1,1,0. SPC,258,1,2,0. SPC,258,1,3,0. SPC,258,1,4,0. SPC,258,1,5,0. SPC,258,1,6,0. SPC,258,2,1,0. SPC,258,2,2,0. SPC,258,2,3,0. SPC,258,2,4,0. SPC,258,2,5,0. SPC,258,2,6,0. SPC,258,3,1,0. SPC,258,3,2,0. SPC,258,3,3,0. SPC,258,3,4,0. SPC,258,3,5,0. SPC,258,3,6,0. SPC,258,4,1,0. SPC,258,4,2,0. SPC,258,4,3,0. SPC,258,4,4,0. SPC,258,4,5,0. SPC,258,4,6,0. SPC,258,5,1,0. SPC,258,5,2,0. SPC,258,5,3,0. SPC,258,5,4,0. SPC,258,5,5,0. SPC,258,5,6,0. SPC,258,6,1,0. SPC,258,6,2,0. SPC,258,6,3,0. SPC,258,6,4,0. SPC,258,6,5,0. SPC,258,6,6,0. SPC,258,7,1,0. SPC,258,7,2,0. SPC,258,7,3,0. SPC,258,7,4,0. SPC,258,7,5,0. SPC,258,7,6,0. SPC,258,8,1,0. SPC,258,8,2,0. SPC,258,8,3,0. SPC,258,8,4,0. SPC,258,8,5,0. SPC,258,8,6,0. SPC,258,9,1,0. SPC,258,9,2,0. SPC,258,9,3,0. SPC,258,9,4,0. SPC,258,9,5,0. SPC,258,9,6,0. SPC,258,10,1,0. SPC,258,10,2,0. SPC,258,10,3,0. SPC,258,10,4,0. SPC,258,10,5,0. SPC,258,10,6,0. SPC,258,11,1,0. SPC,258,11,2,0. SPC,258,11,3,0. SPC,258,11,4,0. SPC,258,11,5,0. SPC,258,11,6,0. SPC,258,12,1,0. SPC,258,12,2,0. SPC,258,12,3,0. SPC,258,12,4,0. SPC,258,12,5,0. SPC,258,12,6,0. SPC,258,13,1,0. SPC,258,13,2,0. SPC,258,13,3,0. SPC,258,13,4,0. SPC,258,13,5,0. SPC,258,13,6,0. SPC,258,14,1,0. SPC,258,14,2,0. SPC,258,14,3,0. SPC,258,14,4,0. SPC,258,14,5,0. SPC,258,14,6,0. SPC,258,15,1,0. SPC,258,15,2,0. SPC,258,15,3,0. SPC,258,15,4,0. SPC,258,15,5,0. SPC,258,15,6,0. SPC,258,16,1,0. SPC,258,16,2,0. SPC,258,16,3,0. SPC,258,16,4,0. SPC,258,16,5,0. SPC,258,16,6,0. SPC,258,17,1,0. SPC,258,17,2,0. SPC,258,17,3,0. SPC,258,17,4,0. SPC,258,17,5,0. SPC,258,17,6,0. SPC,258,18,1,0. SPC,258,18,2,0. SPC,258,18,3,0. SPC,258,18,4,0. SPC,258,18,5,0. SPC,258,18,6,0. SPC,258,19,1,0. SPC,258,19,2,0. SPC,258,19,3,0. SPC,258,19,4,0. SPC,258,19,5,0. SPC,258,19,6,0. SPC,258,20,1,0. SPC,258,20,2,0. SPC,258,20,3,0. SPC,258,20,4,0. SPC,258,20,5,0. SPC,258,20,6,0. FORCE,58,25,1,1.0,0.0283154,0.0,0.0 FORCE,58,26,1,1.0,0.0511449,0.0,0.0 FORCE,58,42,1,1.0,0.0676838,0.0,0.0 FORCE,58,43,1,1.0,0.0905133,0.0,0.0 FORCE,58,51,1,1.0,0.0460774,0.0,0.0 FORCE,58,53,1,1.0,0.0972222,0.0,0.0 FORCE,58,57,1,1.0,0.041129,0.0,0.0 FORCE,58,58,1,1.0,0.0694444,0.0,0.0 FORCE,58,59,1,1.0,0.085094,0.0,0.0 FORCE,58,60,1,1.0,0.0900423,0.0,0.0 FORCE,58,61,1,1.0,0.180556,0.0,0.0 FORCE,58,62,1,1.0,0.152778,0.0,0.0 $$ 短点拘束はSPC SPC,(ID),(固定する自由度),(節点1),・・・
荷重結合
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 $ $$ 荷重に係数をかけて足し合わせます
動的荷重
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 TSTEP 25 50 0.001 1 DLOAD 12 1.0 1.0 11 TLOAD2 11 100 0. 0.01 317.974 0. TABLED4 10 0. 1. 0. 100. 0. 0.-39.4784 ENDT TABDMP1 20 CRIT 0. 0.1 1000. 0.1 ENDT LSEQ 10 100 58 TSTEP,(ID),(STEP数),(時間増分),(結果保存間隔), DLOAD,(ID),(係数),(係数),(荷重ID) TLOAD2,(ID),(DAREAorSPCD_ID),(DELAY_ID),(TYPE),(開始時間),(終了時間),(周波数), TABLED4,(ID),(荷重値のオフセット),(荷重値の分数),(荷重の下限値),(荷重の上限値) ,(0次の係数),(1次の係数),(2次の係数),(・・・
接触
$$$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0
その他1
その他2
その他3
固有値解析
$$$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 EIGRL,1,10.,2000.,,,,100., EIGRL,(ID),(最低周波数),(最大周波数),(数),,,(予想最低周波数),
エンディング
$ $------1-------2-------3-------4-------5-------6-------7-------8-------9-------0 ENDDATA
パスワード2
解析名