ANSYS分析實(shí)例及其在工程中的應(yīng)用-精華

1、ADAMS應(yīng)用實(shí)例-精華經(jīng)典TOC o 1-2 h z u HYPERLINK l _Toc109921061 1第一章 PAGEREF _Toc109921061 h 3 HYPERLINK l _Toc109921062 1.1!1.11 鉸鉸接桿在在外力作作用下的的變形 PAGEREF _Toc109921062 h 3 HYPERLINK l _Toc109921063 1.2!1.22 人人字形屋屋架的靜靜力分析析 PAGEREF _Toc109921063 h 4 HYPERLINK l _Toc109921064 1.3!1.33 超超靜定拉拉壓桿的的反力計(jì)計(jì)算 PAGEREF

2、_Toc109921064 h 5 HYPERLINK l _Toc109921065 1.4!1.44 平平行桿件件與剛性性梁連接接的熱應(yīng)應(yīng)力問(wèn)題題 PAGEREF _Toc109921065 h 7 HYPERLINK l _Toc109921066 1.5端端部有間間隙的桿桿的熱膨膨脹 PAGEREF _Toc109921066 h 8 HYPERLINK l _Toc109921067 2第二章章 PAGEREF _Toc109921067 h 10 HYPERLINK l _Toc109921068 2.1!2.11 等等截面簡(jiǎn)簡(jiǎn)單超靜靜定梁的的平面彎彎曲分析析(單元多多) PAGE

3、REF _Toc109921068 h 10 HYPERLINK l _Toc109921069 2.2!2.22 工工字形截截面外伸伸梁的平平面彎曲曲 PAGEREF _Toc109921069 h 11 HYPERLINK l _Toc109921070 2.3!2.33 矩矩形截面面梁的縱縱橫彎曲曲分析 PAGEREF _Toc109921070 h 13 HYPERLINK l _Toc109921071 2.4!2.44 懸懸臂梁的的雙向彎彎曲 PAGEREF _Toc109921071 h 15 HYPERLINK l _Toc109921072 2.5!2.55 圓圓形截面面懸臂

4、桿桿的彎扭扭組合變變形 PAGEREF _Toc109921072 h 24 HYPERLINK l _Toc109921073 2.6!2.66 懸懸臂等強(qiáng)強(qiáng)度梁的的彎曲 PAGEREF _Toc109921073 h 26 HYPERLINK l _Toc109921074 2.7!2.77 彈彈性地基基半無(wú)限限長(zhǎng)梁在在端部力力和力偶偶作用下下的變形形 PAGEREF _Toc109921074 h 29 HYPERLINK l _Toc109921075 2.8!2.88 偏偏心受壓壓桿的大大變形分分析 PAGEREF _Toc109921075 h 30 HYPERLINK l _To

5、c109921076 3第三章章 PAGEREF _Toc109921076 h 31 HYPERLINK l _Toc109921077 3.1!3.11 利利用梁?jiǎn)螁卧?jì)算算壓桿穩(wěn)穩(wěn)定性 PAGEREF _Toc109921077 h 31 HYPERLINK l _Tooc100992210778 3.22!3.2 利用實(shí)實(shí)體單元元計(jì)算壓壓桿穩(wěn)定定性 PAGEREF _Toc109921078 h 33 HYPERLINK l _Toc109921079 3.3!3.33 懸懸臂壓桿桿的過(guò)曲曲屈分析析 PAGEREF _Toc109921079 h 34 HYPERLINK l _Toc

6、109921080 3.4!3.44 平平面剛架架的平面面外失穩(wěn)穩(wěn) PAGEREF _Toc109921080 h 38 HYPERLINK l _Toc109921081 4第四章章 PAGEREF _Toc109921081 h 42 HYPERLINK l _Toc109921082 4.1!4.11 均均布荷載載作用下下深梁的的變形和和應(yīng)力(直接建建模) PAGEREF _Toc109921082 h 42 HYPERLINK l _Toc109921083 4.2!4.11 均均布荷載載作用下下深梁的的變形和和應(yīng)力(實(shí)體建建模) PAGEREF _Toc109921083 h 43

7、HYPERLINK l _Toc109921084 4.3!4.22 一一對(duì)集中中力作用用下的圓圓環(huán) PAGEREF _Toc109921084 h 44 HYPERLINK l _Toc109921085 4.4!4.22 一一對(duì)集中中力作用用下的圓圓環(huán)(實(shí)體建建模) PAGEREF _Toc109921085 h 45 HYPERLINK l _Toc109921086 4.5!4.33 用用實(shí)體單單元分析析變截面面桿的拉拉伸 PAGEREF _Toc109921086 h 46 HYPERLINK l _Toc109921087 4.6!4.44 用用二維實(shí)實(shí)體單元元分析等等截面懸懸臂梁

8、的的平面彎彎曲 PAGEREF _Toc109921087 h 48 HYPERLINK l _Toc109921088 4.7!4.55 變變截面懸懸臂梁在在端部集集中力作作用下的的平面靜靜力分析析 PAGEREF _Toc109921088 h 50 HYPERLINK l _Toc109921089 4.88!4.6 純彎曲曲懸臂曲曲梁的二二維靜力力分析 PAGEREF _Toc109921089 h 52 HYPERLINK l _Toc109921090 4.9!4.77 端端部集中中力作用用的懸臂臂圓環(huán)曲曲梁平面面彎曲的的三維分分析 PAGEREF _Toc109921090 h

9、54 HYPERLINK l _Toc109921091 4.10!4.8 均勻拉拉力作用用下含圓圓孔板的的孔邊應(yīng)應(yīng)力集中中 PAGEREF _Toc109921091 h 59 HYPERLINK l _Toc109921092 4.11!4.9 兩端固固定的厚厚壁管道道在自重重作用下下的變形形和應(yīng)力力 PAGEREF _Toc109921092 h 65 HYPERLINK l _Toc109921093 5第五章章 PAGEREF _Toc109921093 h 67 HYPERLINK l _Toc109921094 5.1!5.11 含含橢圓孔孔的橢圓圓薄膜在在外部張張力作用用下的靜

10、靜力分析析 PAGEREF _Toc109921094 h 67 HYPERLINK l _Toc109921095 5.2!5.22 圓圓形薄膜膜大變形形靜力分分析 PAGEREF _Toc109921095 h 70 HYPERLINK l _Toc109921096 5.3!5.33 柱柱形容器器在內(nèi)壓壓作用下下的靜力力分析 PAGEREF _Toc109921096 h 71 HYPERLINK l _Toc109921097 5.4!5.44 圓圓柱形薄薄殼在均均勻內(nèi)壓壓作用下下的靜力力分析 PAGEREF _Toc109921097 h 73 HYPERLINK l _Toc109

11、921098 6第六章章 PAGEREF _Toc109921098 h 74 HYPERLINK l _Toc109921099 6.1!6.11 簡(jiǎn)簡(jiǎn)支和固固支圓板板的在不不同荷載載作用下下的彎曲曲 PAGEREF _Toc109921099 h 74 HYPERLINK l _Toc109921100 6.2!6.22 懸懸臂長(zhǎng)板板的大撓撓度彎曲曲 PAGEREF _Toc109921100 h 77 HYPERLINK l _Toc109921101 6.3!6.33 用用殼體單單元分析析受均布布荷載作作用的固固支圓板板大撓度度彎曲 PAGEREF _Toc109921101 h 80

12、 HYPERLINK l _Toc109921102 6.4!6.44 利利用拉伸伸操作建建立膨脹脹彎管模模型 PAGEREF _Toc109921102 h 82 HYPERLINK l _TToc110999211103 6.55!6.5 兩端簡(jiǎn)簡(jiǎn)支開(kāi)口口柱殼在在自重作作用下的的靜力分分析 PAGEREF _Toc109921103 h 83 HYPERLINK l _Toc109921104 6.6!6.66 圓圓筒在一一對(duì)橫向向集中力力作用下下的變形形 PAGEREF _Toc109921104 h 85 HYPERLINK l _Toc109921105 6.7!6.77 兩兩邊簡(jiǎn)支

13、支開(kāi)口柱柱殼在集集中力作作用下的的大變形形曲屈 PAGEREF _Toc109921105 h 87 HYPERLINK l _Toc109921106 7第七章章 PAGEREF _Toc109921106 h 90 HYPERLINK l _Toc109921107 7.1!7.11 單單自由度度彈簧質(zhì)質(zhì)量系統(tǒng)統(tǒng)的頻率率計(jì)算 PAGEREF _Toc109921107 h 90 HYPERLINK l _Toc109921108 7.2!7.22 懸懸索自由由振動(dòng)的的頻率 PAGEREF _Toc109921108 h 91 HYPERLINK l _Toc109921109 7.3!7.

14、33 用用彈簧單單元連接接的圓盤(pán)盤(pán)的扭轉(zhuǎn)轉(zhuǎn)振動(dòng) PAGEREF _Toc109921109 h 93 HYPERLINK l _Toc109921110 7.4!7.44 圓圓桿連接接圓盤(pán)的的扭轉(zhuǎn)振振動(dòng) PAGEREF _Toc109921110 h 94 HYPERLINK l _Toc109921111 7.5!7.55 鉆鉆桿的扭扭轉(zhuǎn)自由由振動(dòng) PAGEREF _Toc109921111 h 95 HYPERLINK l _Toc109921112 8第八章章 PAGEREF _Toc109921112 h 97 HYPERLINK l _Toc109921113 8.1!8.11 簡(jiǎn)簡(jiǎn)

15、支梁的的自振頻頻率計(jì)算算 PAGEREF _Toc109921113 h 97 HYPERLINK l _Toc109921114 8.2!8.11 簡(jiǎn)簡(jiǎn)支梁的的自振頻頻率計(jì)算算(增加節(jié)節(jié)點(diǎn)后的的情況) PAGEREF _Toc109921114 h 99 HYPERLINK l _Toc109921115 8.3!8.22 自自由-自由梁梁的縱向向自由振振動(dòng) PAGEREF _Toc109921115 h 1011 HYPERLINK l _Toc109921116 8.4!8.33 有有軸向壓壓力作用用的簡(jiǎn)支支梁的自自由振動(dòng)動(dòng) PAGEREF _Toc109921116 h 1022 HY

16、PERLINK l _Toc109921117 8.5!8.44 用用殼體單單元計(jì)算算懸臂等等強(qiáng)度梁梁的自由由振動(dòng) PAGEREF _Toc109921117 h 1044 HYPERLINK l _Toc109921118 8.6!8.55 矩矩形截面面薄壁懸懸臂梁的的自由振振動(dòng) PAGEREF _Toc109921118 h 1055 HYPERLINK l _Toc109921119 9第九章章 PAGEREF _Toc109921119 h 1088 HYPERLINK l _Toc109921120 99.1!9.1 圓形張張緊薄膜膜的自由由振動(dòng) PAGEREF _Toc109921

17、120 h 1088 HYPERLINK l _Toc109921121 9.2!9.22 薄薄膜二維維非軸對(duì)對(duì)稱自由由振動(dòng)分分析 PAGEREF _Toc109921121 h 1099 HYPERLINK l _Toc109921122 9.3!9.33 薄薄膜三維維非軸對(duì)對(duì)稱振動(dòng)動(dòng)分析 PAGEREF _Toc109921122 h 1122 HYPERLINK l _Toc109921123 9.4!9.44 懸懸臂長(zhǎng)板板的自由由振動(dòng)頻頻率 PAGEREF _Toc109921123 h 1155 HYPERLINK l _Toc109921124 9.5!9.55 懸懸臂寬板板的模態(tài)

18、態(tài)分析 PAGEREF _Toc109921124 h 1166 HYPERLINK l _Toc109921125 9.6!9.66 固固支圓板板的自由由振動(dòng) PAGEREF _Toc109921125 h 1177 HYPERLINK l _Toc109921126 9.7!9.77 用用實(shí)體單單元分析析圓環(huán)的的振動(dòng) PAGEREF _Toc109921126 h 1199 HYPERLINK l _Toc109921127 9.8!9.88 機(jī)機(jī)翼模型型的振動(dòng)動(dòng)分析 PAGEREF _Toc109921127 h 1200 HYPERLINK l _Toc109921128 10第十十章

19、 PAGEREF _Toc109921128 h 1222 HYPERLINK l _Toc109921129 10.1!100.1 帶三三個(gè)圓孔孔的平面面支座分分析 PAGEREF _Toc109921129 h 1222 HYPERLINK l _Toc109921130 10.2!100.2 角支支座應(yīng)力力分析 PAGEREF _Toc109921130 h 1233 HYPERLINK l _Toc109921131 10.3!100.3 立體體斜支座座的實(shí)體體建模 PAGEREF _Toc109921131 h 1244 HYPERLINK l _Toc109921132 10.4!

20、100.4 四分分之一車車輪實(shí)體體建模 PAGEREF _Toc109921132 h 1255 HYPERLINK l _Toc109921133 10.5!100.5 軸承承支座的的實(shí)體建建模 PAGEREF _Toc109921133 h 1266 HYPERLINK l _Toc109921134 11第十十一章 PAGEREF _Toc109921134 h 1288 HYPERLINK l _Toc109921135 11.1!111.4 變截截面懸臂臂梁的外外形形狀狀優(yōu)化 PAGEREF _Toc109921135 h 1288 HYPERLINK l _Toc109921136

21、 11.2!111.5 平面面剛架的的優(yōu)化設(shè)設(shè)計(jì) PAGEREF _Toc109921136 h 1322 HYPERLINK l _Toc109921137 12第十十二章 PAGEREF _Toc109921137 h 1344 HYPERLINK l _Toc109921138 12.1!122.1 四邊邊簡(jiǎn)支方方形層合合板在均均布外載載作用下下的變形形 PAGEREF _Toc109921138 h 1344 HYPERLINK l _Toc109921139 12.2!122.2 均布布拉力作作用下含含裂紋板板的應(yīng)力力強(qiáng)度因因子計(jì)算算 PAGEREF _Toc109921139 h

22、1399 HYPERLINK l _Toc109921140 13第十十三章 PAGEREF _Toc109921140 h 1477 HYPERLINK l _Toc109921141 13.1!第13章 用APDDL實(shí)現(xiàn)現(xiàn)空間網(wǎng)網(wǎng)殼結(jié)構(gòu)構(gòu)參數(shù)化化建模 PAGEREF _Toc109921141 h 1477 HYPERLINK l _Toc109921142 14第十十四章 PAGEREF _Toc109921142 h 1499 HYPERLINK l _Toc109921143 14.1!第14章 塔式式起重機(jī)機(jī)靜動(dòng)力力分析 PAGEREF _Toc109921143 h 1499 H

23、YPERLINK l _Toc109921144 15第十十五章 PAGEREF _Toc109921144 h 1655 HYPERLINK l _Toc109921145 15.1!155.3 利用用軸對(duì)稱稱殼單元元SHEELL551計(jì)算算長(zhǎng)柱形形天然氣氣罐 PAGEREF _Toc109921145 h 1655 HYPERLINK l _Toc1099211446 15.2!155.4 利用用8節(jié)點(diǎn)2DD實(shí)體單單元PLLANEE82單單元計(jì)算算長(zhǎng)柱形形天然氣氣罐 PAGEREF _Toc109921146 h 1677 HYPERLINK l _Toc109921147 15.3!15

24、5.5 用20節(jié)點(diǎn)點(diǎn)3D實(shí)體體單元ssoliid955計(jì)算1/4長(zhǎng)柱柱形天然然氣罐 PAGEREF _Toc109921147 h 1688第一章!1.1 鉸接接桿在外外力作用用下的變變形! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR,NNOSTTARTT! (1) 設(shè)置置工程的的選項(xiàng), 定義義幾何參參數(shù)/FileeNamme, EX11.1/TITLLE, EX11.1, DEEFLEECTIION OF A HHINGGED SUPPPORRT*AFUNN,DEEGTHETAA=300A=10

25、0000B=A/22*TAAN(TTHETTA)! (2) 進(jìn)入入前處理理模塊, 定義義節(jié)點(diǎn)/PREPP7N,1N,2,AA/2,-BN,3,AA! (3) 在前前處理模模塊中,定義單單元類型型,材料料參數(shù)和和各個(gè)單單元ET,1,LINNK1R,1,110000MP,EXX,1,2100E3E,1,22E,2,33! (4) 在前前處理模模塊中,定義位位移約束束D,1,AALL,33,2F,2,FFY,-10000OUTPRR,11FINISSH! (5) 進(jìn)入入求解模模塊,開(kāi)開(kāi)始求解解/SOLUUSOLVEEFINISSH! (6) 進(jìn)入入后處理理模塊,顯示節(jié)節(jié)點(diǎn)位移移和桿件件內(nèi)力/POST

26、T1PLDISSP,22MID_NNODEE = NODDE (A/22,-BB,0 )*GET,DISSP,NNODEE,MIID_NNODEE,U,YLEFT_EL = EENEAARN (MIID_NNODEE)ETABLLE,SSTRSS,LSS,1*GET,STRRSS,ELEEM,LLEFTT_ELL,ETTAB,STRRS! (7) 申明明數(shù)組,提取計(jì)計(jì)算結(jié)果果,并比比較計(jì)算算誤差*DIM,LABBEL,CHAAR,22*DIM,VALLUE,2,3LABELL(1) = STTRS_MPaa,DEFF_mmm*VFILLL,VVALUUE(11,1),DAATA,1,-0.00

27、54998*VFILLL,VVALUUE(11,2),DAATA,STRRSS,DISSP*VFILLL,VVALUUE(11,3),DAATA,ABSS(STTRSSS /11 ) ,ABBS( DISSP /0.0054998 )/OUT,EX11_1,outt/COM/COM, EEX1.1 RRESUULTSS COOMPAARISSON /COM,/COM, | TAARGEET | AANSYYS | RRATIIO/COM,*VWRIITE,LABBEL(1),VALLUE(1,11),VVALUUE(11,2),VAALUEE(1,3)(1X,AA8, ,FF10.3, ,F1

28、10.33, ,1FF5.33)/COM,/OUTFINISSH*LISTT,EXX1_11,ouut!1.2 人字字形屋架架的靜力力分析! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR, STAART! (1) 設(shè)置置工程的的選項(xiàng)/FILNNAMEE,EXX1.22/UNITTS, SI/TITLLE, EX11.2, Pllanee Rooof Tusss MModeel.! (2) 進(jìn)入入前處理理模塊, 定義義節(jié)點(diǎn)/PREPP7N, 1, 0, 0N, 2, 2, 0N, 3, 4, 0N,

29、4, 6, 0N, 5, 8, 0N, 6, 2, 1N, 7, 4, 2N, 8, 6, 1! (3) 在前前處理模模塊中, 定義義單元類類型LIINK11, 材材料參數(shù)數(shù)和各個(gè)個(gè)單元ET, 11, LLINKK1MP, EEX, 1, 2077E9R, 1, 0.01E, 1, 2E, 2, 3E, 3, 4E, 4, 5E, 1, 6E, 6, 7E, 2, 6E, 2, 7E, 3, 7E, 4, 7E, 4, 8E, 7, 8E, 8, 5/PNUMM, NNODEE,1/NUMBBER, 2/PNUMM, EELEMM, 11EPLOTTFINISSH! (4) 進(jìn)入入求解模模塊,

30、 設(shè)置求求解選項(xiàng)項(xiàng), 設(shè)設(shè)置位移移邊界條條件, 加載并并開(kāi)始求求解/SOLUUANTYPPE, STAATICCOUTPRR, BBASIIC, ALLLD, 1, ALLL, 0D, 5, UYY, 00F, 6, FYY, -10000F, 7, FYY, -10000F, 8, FYY, -10000SOLVEEFINISSH! (5) 進(jìn)入入一般后后處理模模塊, 顯示結(jié)結(jié)構(gòu)變形形圖/POSTT1PLDISSP,22! (6) 列表表顯示節(jié)節(jié)點(diǎn)位移移和單元元的計(jì)算算結(jié)果PRDISSPETABLLE, MFOORX,SMIISC,1ETABLLE, SAXXL, LS, 1ETABLLE,

31、 EPEELAXXL, LEPPEL, 1PRETAAB/NUMBBER, 0PLETAAB, MFOORXFINISSH!1.3 超靜靜定拉壓壓桿的反反力計(jì)算算! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR,SSTARRT! (1) 設(shè)置置工程的的選項(xiàng), 進(jìn)入入前處理理模塊,聲明單單元類型型,實(shí)常常數(shù)和材材料參數(shù)數(shù)/FILNNAMEE, EEX1.3/PREPP7/TITLLE, EX11.3, STTATIICALLLY INDDETEERMIINATTE RREACCTIOON FFORCC

32、E AANALLYSIISANTYPPE,SSTATTICET,1,LINNK1R,1,11MP,EXX,1,2100E9! (2) 定義義節(jié)點(diǎn)N,1N,2,0.44N,3,0.77N,4,1.00! (3) 定義義單元E,1,22EGEN,3,11,1! (4) 定義義位移約約束和荷荷載D,1,AALL,44,3F,2,FFY,-5000F,3,FFY,-10000FINISSH! (5) 進(jìn)入入求解模模塊SOOLU/SOLUUOUTPRR,BAASICC,1OUTPRR,NLLOADD,1SOLVEEFINISSH! (6) 進(jìn)入入一般后后處理模模塊POOST11/POSTT1NSEL,S

33、,LLOC,Y,11.0FSUM*GET,REAAC_11,FSSUM,ITTEM,FYNSEL,S,LLOC,Y,00FSUM*GET,REAAC_22,FSSUM,ITTEM,FY! (7) 申明明數(shù)組,輸出計(jì)計(jì)算結(jié)果果并比較較*DIM,LABBEL,CHAAR,22*DIM,VALLUE,2,3LABELL(1) = R11, NN ,R22, NN *VFILLL,VVALUUE(11,1),DAATA,9000,6000*VFILLL,VVALUUE(11,2),DAATA,ABSS(REEAC_1),ABSS(REEAC_2)*VFILLL,VVALUUE(11,3),DAATA,

34、ABSS(REEAC_1/9900) ,AABS(REAAC_22/6000)/OUT,EX11_3,outt/COM/COM, EEX1.3 RRESUULTSS COOMPAARISSON /COM,/COM, | TAARGEET | AANSYYS | RRATIIO/COM,*VWRIITE,LABBEL(1),VALLUE(1,11),VVALUUE(11,2),VAALUEE(1,3)(1X,AA8, ,FF10.1, ,F110.11, ,1FF5.33)/COM,/OUTFINISSH*LISTT,EXX1_33,ouut!1.4 平行行桿件與與剛性梁梁連接的的熱應(yīng)力力問(wèn)題!

35、 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR,SSTARRT! (1) 定義義分析類類型,單單元類型型,截面面面積和和材料的的力學(xué),熱學(xué)參參數(shù)/FILNNAMEE,EXX1.44/PREPP7/TITLLE, EX11.4, THHERMMALLLY LLOADDED SUPPPORRT SSTRUUCTUUREANTYPPE,SSTATTICET,1,LINNK1R,1,665e-6MP,EXX,1,1000E9MP,ALLPX,1,11.6EE-5MP,EXX,2,2100E9MP,ALLPX

36、,2,11.3EE-5TREF,70! (2) 定義義節(jié)點(diǎn)位位置信息息N,1,-1N,3,11FILLN,4,-1,-1N,6,11,-11FILL! (3) 定義義單元信信息E,1,44E,3,66MAT,22E,2,55CP,1,UY,5,44,6! (4) 定義義位移約約束和荷荷載（外外力和溫溫度荷載載）D,1,AALL,33F,5,FFY,-40000BFUNIIF,TTEMPP,800FINISSH! (5) 在求求解模塊塊,定義義求解選選項(xiàng),并并開(kāi)始求求解/SOLUUOUTPRR,BAASICC,1OUTPRR,NLLOADD,1NSUBSST,11SOLVEEFINISSH! (

37、6) 在一一般后處處理模塊塊中,尋尋找特定定位置的的節(jié)點(diǎn)和和單元,并提取取它們的的內(nèi)力/POSTT1STEELL_N = NODDE (,)COPPEER_NN = NODDE (1,00,0)STEELL_E = EENEAARN (STTEELL_N)COPPEER_EE = ENEEARNN (CCOPPPER_N)ETABLLE,SSTRSS_STT,LSS,1ETABLLE,SSTRSS_COO,LSS,1*GET,STRRSS_ST,ELEEM,SSTEEEL_EE,ETTAB,STRRS_SST*GET,STRRSS_CO,ELEEM,CCOPPPER_E,EETABB,STTR

38、S_CO! (7) 將計(jì)計(jì)算結(jié)果果及其與與理論解解的比較較情況輸輸出到文文件vmm3.ttxt*DIM,LABBEL,CHAAR,22,2*DIM,VALLUE,2,3LABELL(1,1) = STRRSS_ST,SSTRSSS_CCOLABELL(1,2) = (MMPa) , (MPaa) *VFILLL,VVALUUE(11,1),DAATA,34.59,13.47*VFILLL,VVALUUE(11,2),DAATA,STRRSS_ST/1e66,STTRSSS_COO/1ee6*VFILLL,VVALUUE(11,3),DAATA,ABSS(STTRSSS_STT/344.599e

39、6 ) ,ABSS( SSTRSSS_CCO/113.447e66 )/COM/OUT,EX11_4,outt/COM, EEX1.4 RRESUULTSS COOMPAARISSON /COM,/COM, | TARRGETT | ANNSYSS | RAATIOO/COM,*VWRIITE,LABBEL(1,11),LLABEEL(11,2),VAALUEE(1,1),VALLUE(1,22),VVALUUE(11,3)(1X,AA8,AA8, ,FF10.2, ,F110.22, ,1FF5.33)/COM,/OUTFINISSH*LISTT,EXX1_44,ouut端部有間隙隙的桿的的

40、熱膨脹脹! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR,SSTARRT! (1) 定義義分析類類型,單單元類型型,截面面面積和和材料的的力學(xué),熱學(xué)參參數(shù)/FILNNAMEE, EEX1.5/PREPP7/TITLLE, EX11.5, THHERMMAL EXPPANSSIONN TOO CLLOSEE A GAPP ATT A RIGGID SURRFACCEANTYPPE,SSTATTICET,1,CONNTACC26R,1,22.6225E115ET,2,PLAANE442,3R,2,11M

41、P,EXX,1,72.4E33MP,ALLPX,1,22.255E-55MP,NUUXY,1,00! (2) 定義義節(jié)點(diǎn)信信息N,1,220000,10000N,2,330000,10000N,3,330000,40000N,4,220000,40000N,11,10000,9998N,12,40000,9998! (3) 定義義單元信信息E,1,111,112E,2,111,112TYPE,2REAL,2E,1,22,3,4TREF,21BFUNIIF,TTEMPP,777! (4) 定義義位移約約束D,3,AALL,44D,1,UUX,2,1OUTPRR,BAASICC,LAASTFINI

42、SSH! (5) 在求求解模塊塊開(kāi)始求求解/SOLUUSOLVEEFINISSH! (6) 在一一般后處處理模塊塊中,定定義水平平應(yīng)力和和鉛直應(yīng)應(yīng)力單元元表,并并提取33號(hào)單元元的應(yīng)力力結(jié)果/POSTT1ETABLLE,SSTRSSX,SS,XETABLLE,SSTRSSY,SS,Y*GET,STRRSSXX,ELLEM,3,EETABB,STTRSXX*GET,STRRSSYY,ELLEM,3,EETABB,STTRSYY! (7) 將計(jì)計(jì)算結(jié)果果輸出到到結(jié)果文文件*DIM,LABBEL,CHAAR,22,2*DIM,VALLUE,2,3LABELL(1,1) = SIGGX, (M,SSI

43、GYY, (MLABELL(1,2) = Pa) ,Paa) *VFILLL,VVALUUE(11,1),DAATA,-911.222,-442.996*VFILLL,VVALUUE(11,2),DAATA,STRRSSXX,STTRSSSY*VFILLL,VVALUUE(11,3),DAATA,ABSS(STTRSSSX/991.222) ,ABBS(SSTRSSSY/42.96)/COM/OUT,EX11_5, ouut/COM, EEX1.5 RESSULTTS CCOMPPARIISONN /COM,/COM, | TARRGETT | ANNSYSS | RAATIOO/COM,*V

44、WRIITE,LABBEL(1,11),LLABEEL(11,2),VAALUEE(1,1),VALLUE(1,22),VVALUUE(11,3)(1X,AA8,AA8, ,FF10.3, ,F110.33, ,1FF5.33)/COM,/OUTFINISSH*LISTT,EXX1_55,ouut第二章!2.1 等截截面簡(jiǎn)單單超靜定定梁的平平面彎曲曲分析(單元多多)! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR/FILNNAMEE, EEX2-1T/UNITTS, CGSS/TITLLE, EX2

45、2-1TT.txxt, 3 NNODEES SSIMUULATTIONN OFF OVVER-DETTERMMINEED BBEAMM WIITH MORRE NNODEES/PREPP7N, 1, 0, 0N, 2, 0.06, 0$ N, 3, 0.12, 0 $ N, 4, 0.18, 0N, 5, 0.24, 0 $ N, 6, 0.330, 0 $ N, 7, 0.36, 0N, 8, 0.42, 0 $ N, 9, 0.48, 0 $ N, 10, 0.54, 0N, 111, 00.600, 00NPLOTT NPLOTT, 11NLISTTDSYS, 1NLISTTET, 11

46、, BBEAMM3MP, EEX, 1, 2077e9MP, NNUXYY, 11, 00.3R, 1, 1, 0.02008333, 00.5E, 1, 2E, 2, 3 $ E, 3, 4 $ EE, 44, 55 $ E, 5, 6E, 6, 7 $ E, 7, 8 $ EE, 88, 99 $ E, 9,10E, 100, 111EPLOTTELISTTFINISSH/SOLUUANTYPPE, STAATICCOUTPRR, BBASIIC, ALLLD, 1, UXX, 00, , , , , UYY, RROTZZD, 111, UUY, 0 SFBEAAM, 1, 1, PRE

47、ES, 0, 60SFBEAAM, 2, 1, PREES, 60, 1220 $ SSFBEEAM, 3, 1, PRRES, 1220, 1800SFBEAAM, 4, 1, PREES, 1800, 2240 $ SFBBEAMM, 55, 11, PPRESS, 2240, 3000SFBEAAM, 6, 1, PREES, 3000, 3360 $ SFBBEAMM, 77, 11, PPRESS, 3360, 4220SFBEAAM, 8, 1, PREES, 4200, 4480 $ SFBBEAMM, 99, 11, PPRESS, 4480, 5440SFBEAAM, 10,

48、 1, PRRES, 5440, 6000F, 6, FYY, -2000SOLVEEFINISSH/POSTT1PRDISSPETABLLE,IIMOMMENTT, SSMISSC, 6ETABLLE,JJMOMMENTT, SSMISSC, 12ETABLLE, ISHHEARR, SSMISSC, 2ETABLLE, JSHHEARR, SSMISSC, 8PRETAAB/TITLLE, SHEEAR FORRCE DIAAGRAAMPLLS, ISSHEAAR, JSHHEARR/TITLLE, BENNDINNG MMOMEENT DIAAGRAAMPLLS, IMMOMEENT,

49、JMMOMEENTFINISSH!2.2 工字字形截面面外伸梁梁的平面面彎曲! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）Finissh/CLEAAR, NOSSTARRT/PREPP7/FileeNamme, EX22.2/TITLLE, EX22.2, BEEAM STRRESSSES ANDD DEEFLEECTIIONSSC* STTR. OF MATTL., TIIMOSSHENNKO, PAART 1, 3RDD EDD., PAGGE 998, PROOB. 4! (1) 定義義求解類類型，實(shí)實(shí)常數(shù)和和材料參參

50、數(shù)ANTYPPE,SSTATTICET,1,BEAAM3KEYOPPT,11,9,9R,1,335e-4,44.5EE-5,0.220MP,EXX,1,2100E9MP,PRRXY,1,00.3! (2) 定義義節(jié)點(diǎn)位位置N,1N,5,44FILL! (3) 定義義單元連連接關(guān)系系E,1,22EGEN,4,11,1! (4) 定義義位移約約束和荷荷載條件件D,2,UUX,UYD,4,UUYSFBEAAM,11,1,PREES,550000SFBEAAM,44,1,PREES,550000FINISSH! (5) 進(jìn)入入求解模模塊，定定義求解解選項(xiàng)并并求解/SOLUUOUTPRR,BAASICC

51、,1SOLVEEFINISSH! (6) 進(jìn)入入后處理理模塊列列表顯示示節(jié)點(diǎn)位位移計(jì)算算結(jié)果和和圖形顯顯示變形形圖/POSTT1SET,11,1PRNSOOL,UU,COOMPPRNSOOL,RROT,COMMPPLDISSP,11! (7) 提取取指定位位置的節(jié)節(jié)點(diǎn)和單單元，定定義單元元表并獲獲取彎曲曲應(yīng)力MID_NNODEE = NODDE (2, )*GET,DISSP,NNODEE,MIID_NNODEE,U,YMID_EELM = EENEAARN (MIID_NNODEE)ETABLLE,SSTRSS,LSS,3*GET,STRRSS,ELEEM,MMID_ELMM,ETTAB,S

52、TRRS! (8) 將計(jì)計(jì)算結(jié)果果寫(xiě)入到到文本文文件*DIM,LABBEL,CHAAR,22*DIM,VALLUE,2,3LABELL(1) = STTRS_MPaa,DEFF_mmm*VFILLL,VVALUUE(11,1),DAATA,-5.55556,00.13323*VFILLL,VVALUUE(11,2),DAATA,STRRSS/1e66,DIISP*10000*VFILLL,VVALUUE(11,3),DAATA,ABSS(STTRSSS/1ee6/55.55556) ,AABS(DISSP/00.13323ee-3)/OUT, EXX2_22, oout/COM/COM, EE

53、X2.2 RRESUULTSS COOMPAARISSON /COM,/COM, | TAARGEET | AANSYYS | RRATIIO/COM,*VWRIITE,LABBEL(1),VALLUE(1,11),VVALUUE(11,2),VAALUEE(1,3)(1X,AA8, ,FF10.3, ,F110.33, ,1FF5.33)/COM,/OUTFINISSH*LISTT, EEX2_2, outt!2.3 矩形形截面梁梁的縱橫橫彎曲分分析! 本程序序來(lái)源于于邢靜忠忠等編著著的AANSYYS分析析實(shí)例與與工程應(yīng)應(yīng)用，機(jī)機(jī)械工業(yè)業(yè)出版社社（20004年年）FINISSH/CLEAAR

54、, NOSSTARRT/PREPP7/FileeNamme, EX22.3/TITLLE, EX22.3, TIIE RROD WITTH LLATEERALL LOOADIING, NOO STTREEES SSTIFFFENNINGGC* SSTR. OFF MAATLSS., TIMMOSHHENKKO, PARRT 22, 33RD ED., PPAGEE 422, AART. 6! (1) 定義義求解類類型，實(shí)實(shí)常數(shù)和和材料參參數(shù)ANTYPPE,SSTATTICET,1,BEAAM4,11R,1,00.40032225e-2, 0.11354492ee-5, 0.13554922e-

55、55, 00.06635, 0.06335MP,EXX,1,2100E9MP,PRRXY,0.3! (2) 定義義節(jié)點(diǎn)位位置N,1N,5,22.544FILL! (3) 定義義單元連連接關(guān)系系E,1,22EGEN,4,11,1! (4) 定義義位移約約束和荷荷載條件件D,ALLL,UYY,RROTXX,ROOTZD,1,UUZNSEL,S,5DSYM,SYMMM,XXNSEL,ALLL! (5) 施加加荷載F,1,FFX,-977740SFBEAAM,AALL,1,PPRESS,3114FINISSH! (6) 進(jìn)入入求解模模塊，開(kāi)開(kāi)始求解解/SOLUUSOLVEEFINISSH! (7) 進(jìn)

56、入入后處理理模塊，顯顯示位移移計(jì)算結(jié)結(jié)果，提提取左邊邊支座節(jié)節(jié)點(diǎn)的轉(zhuǎn)轉(zhuǎn)角和跨跨中撓度度/POSTT1NSEL,S,1,5,44PRNSOOL,UU,ZPRNSOOL,RROT,YNSEL,ALLLPRRSOOLRGHT_ENDD = NODDE (2.554,00,0)LFT_EEND = NODDE (0,00,0)*GET,UZ_MX_C2,NODDE,RRGHTT_ENND,UU,Z*GET,SLOOPE_C2,NODDE,LLFT_ENDD,ROOT,YYFINISSH! (8) 在時(shí)時(shí)間歷程程后處理理器中，疊疊加處理理5號(hào)節(jié)節(jié)點(diǎn)的彎彎矩/POSTT26RFORCCE,22,RGGHT

57、_ENDD,M,YSTOREE*GET,M_MMX_CC2,VVARII,2,EXTTREMM,VMMAXFINISSH! (9) 重新新進(jìn)入前前處理模模塊，重重新計(jì)算算考慮應(yīng)應(yīng)力強(qiáng)化化效應(yīng)的的壓桿/PREPP7/TITLLE, EX22.3(2), TIIE RROD WITTH LLATEERALL LOOADIING, STTRESSS SSTIFFFENNINGG PRRESEENTSSTIFF,ONNNSUBSST,55AUTOTTS,OONFINISSH! (100) 進(jìn)進(jìn)入求解解模塊，制制定最小小收斂誤誤差后，開(kāi)開(kāi)始非線線性求解解/SOLUUCNVTOOL,FF,.00001,1

58、SOLVEEFINISSH! (111) 進(jìn)進(jìn)入后處處理模塊塊，顯示示位移計(jì)計(jì)算結(jié)果果，提取取左邊支支座節(jié)點(diǎn)點(diǎn)的轉(zhuǎn)角角和跨中中撓度/POSTT1NSEL,S,1,5,44PRNSOOL,UU,ZPRNSOOL,RROT,YPRRSOOL*GET,UZ_MX_C1,NODDE,RRGHTT_ENND,UU,Z*GET,SLOOPE_C1,NODDE,LLFT_ENDD,ROOT,YYFINISSH! (122) 在在時(shí)間歷歷程后處處理器中中，疊加加處理跨跨中（55號(hào)節(jié)點(diǎn)點(diǎn)的）彎彎矩/POSTT26RFORCCE,22,RGGHT_ENDD,M,YSTOREE*GET,M_MMX_CC1,VVAR

59、II,2,EXTTREMM,VMMAX! (133) 生生成計(jì)算算結(jié)果文文本文件件EX221.oout*DIM,LABBEL,CHAAR,33,2*DIM,VALLUE_C1,3,3*DIM,VALLUE_C2,3,3LABELL(1,1) = UZ MAXX ,SSLOPPE ,MOOMENNT MMLABELL(1,2) = (m) ,(rrad) ,AX N-mm*VFILLL,VVALUUE_CC1(11,1),DAATA,-0.005502774,.003321,-5221.552*VFILLL,VVALUUE_CC1(11,2),DAATA,UZ_MX_C1,SLOOPE_C1,M

60、_MMX_CC1*VFILLL,VVALUUE_CC1(11,3),DAATA,ABSS(UZZ_MXX_C11/0.005502774),ABSS(SLLOPEE_C11/.0003221), ABBS(MM_MXX_C11/5221.552)*VFILLL,VVALUUE_CC2(11,1),DAATA,-0.009957,.00060228,-10113*VFILLL,VVALUUE_CC2(11,2),DAATA,UZ_MX_C2,SLOOPE_C2,M_MMX_CC2*VFILLL,VVALUUE_CC2(11,3),DAATA,ABSS(UZZ_MXX_C22/0.009957),