ANSYS軟件應(yīng)用算例

人字形屋架的分析/PREP7!進入前處理模塊:定義模型N,1,0,0!定義各個結(jié)點N,2,2,0N,3,4,0N,4,6,0N,5,8,0N,6,2,1N,7,4,2N,8,6,1ET,1,LINK1!定義第一類單元為二維桿單元LINK1MP,EX,1,207E9!定義第一類材料彈性模量EXR,1,0.01!定義桿件第一類實常數(shù)--截面積E,1,2!定義各個單元E,2,3E,3,4E,4,5E,1,6E,6,7值E,2,鷹6允E,2,凝7娛E,3,荷7勞E,4,律7蘿E,4,餓8汁E,7,畝8提E,8,架5漫FINISH定!裹退出前處理模離塊撓/SOLU笛!表進入求解模塊遭:烏定義力和位移眠邊界條件上,陸并求解哪ANTYPE積,STAT葡IC!矩申明分析類型泉是靜力分析喚OUTPR,鼠BASIC恨,ALL耕!變在輸出結(jié)果中科，列出元素的輝結(jié)果圣D,1,牲ALL,0碧,,5,寺4!裙約束慌1偽號結(jié)點的所有使結(jié)點位移分量乞,室并按增量全4恭循環(huán)到份5工號結(jié)點荒NSEL,門U,NOD旨E,,1邪,5,1態(tài)!宰對盛1嫩到蠅5石號的所有結(jié)點競?cè)∠x擇篩F,ALL爪,FY,包-1000級!份對當(dāng)前選擇集犧中的所有結(jié)點骨施加壽Y豐方向的集中力姐ALLSEL此!歉選擇所有項目璃SOLVE狡!織發(fā)出求解指令唉FINISH除!撕退出求解模塊詳/POST1帆!乖進入一般后處考理模塊輸:季顯示變形和內(nèi)悅力計算結(jié)果珠PLDISP糠,2!樓顯示結(jié)構(gòu)變形兵圖塊(竄保留未變形結(jié)臭構(gòu)的輪廓是)舅PRDISP帽!姿列出結(jié)點位移笛值計算結(jié)果產(chǎn)ETABLE繼,MFOR酬X,SMIS鄉(xiāng)C,1!疾建立元素結(jié)果能表，桿單元的姻軸向力暑ETABLE償,SAXL悲,LS,組1!怎建立元素結(jié)果粉表，桿單元的泉軸向應(yīng)力宅ETABLE松,EPEL愉AXL,L濫EPEL,檔1!閱建立元素結(jié)果餅表，桿單元的洋軸向應(yīng)變艇PRETAB伯!桐顯示單元表資蘿料敏PLETAB榆,MFOR肉X!厲用色度圖顯示架桿件軸力圖嚷FINISH巴!寫退出后處理模驟塊王四角錐平板網(wǎng)膊架模態(tài)分析期/PREP7燭!興進入前處理模拾塊與:叔定義模型星ET,1,撥LINK8面!逃定義第一類單勿元為三維桿單講元激LINK8販MP,EX屋,1,2膝07E3!健定義第一類材在料彈性模量顆EX老MP,DE爪NS,1,績7.8e-憶6!霜材料密度科R,1,鉆100!遇定義桿件第一寬類實常教數(shù)撓—揉—棵截面積，該問軟題的長度單位訓(xùn)為毫米飾N,1,唱-20000寶,-200基00,0濤!標(biāo)定義網(wǎng)架的所恥有結(jié)點，單位啟為毫米驗N,2,漁-12000儀,-200武00,0技尖N,3,稈-4000桃,-2000熊0,0顏N,4,縮4000餓,-2000狹0,0尿N,5,葉12000者,-200箱00,0夏絮N,6,購2000驚0,-20形000,蹦0行N怒,7,-愛16000激,-1500假0,-40冤00退N請,8,-言8000,槽-15000禁,-400環(huán)0窗N劇,9,嶺0,-15屯000,-猛4000朗N仿,10,帆8000憲,-1500丙0,-40宅00服N起,11,存16000值,-150瞇00,-4總000刷N皆,12,隔-20000競,-100鬼00,0刷羨N歡,13,友-12000現(xiàn),-100救00,0?；疦陸,14,誰-4000掀,-1000燒0,0豈N脂,15,做4000快,-1000杠0,0尺N敘,16,副12000魯,-100球00,0飛顯N混,17,互20000演,-100蜘00,0榮鉛N住,18,常-16000王,-500期0,-40前00甜N雹,19,件-8000送,-5000默,-400或0宰N報,20,壤0,-5雖000,-鬼4000咳N猶,21,績8000塌,-5000屬,-400肺0縣N糊,22,釀16000搜,-500天0,-40德00色N央,23,創(chuàng)-20000儀,0,飽0慰N或,24,冶-12000痰,0,乒0藍(lán)N航,25,浴-4000欣,0,排0雙N五,26,異4000尼,0,稍0腿N宇,27,院12000伯,0,芳0描N尺,28,牢20000告,0,梨0世N有,29,減-16000侄,500菌0,-40適00騾N半,30,抵-8000拌,5000脂,-400戚0它N畏,31,華0,5房000,-抵4000醬N撿,32,境8000先,5000航,-400兼0訪N避,33,恰16000厭,500尸0,-40群00界N寬,34,把-20000蚊,100慎00,0磚遼N裂,35,香-12000蠅,100丈00,0覆弟N靠,36,匙-4000齡,1000哈0,0鈴N定,37,支4000灰,1000滴0,0跑N遭,38,博12000福,100被00,0鐵春N符,39,洪20000于,100敏00,0點寨N朗,40,偶-16000鬼,150建00,-4賴000化N慌,41,舌-8000并,1500嘗0,-40創(chuàng)00貓N撐,42,宅0,1懸5000,艱-4000補N搬,43,董8000踩,1500單0,-40迅00洲N設(shè),44,繪16000腿,150拖00,-4歉000上N分,45,府-20000估,200適00,0馳塘N陽,島46,-1盞2000,查20000忘,0槐N,47尊,-4000榮,200弦00,0撒穗N,48閣,4000缺,200擾00,0喪個N,49悄,1200緒0,20樸000,鍋0彼N,50摟,2000凈0,20頑000,場0凝E,1,精2!雕定義各個單元恭E,2,請3采E,3,粉4縫E,4,襲5仿E,5,卸6紀(jì)E,12裳,13溫E,13包,14褲E,14練,15柱E,15穴,16斬E,16險,17亡E,23格,24培E,24孝,25周E準(zhǔn),25,過26腿E傳,26,躁27傍E侵,27,兆28擠E個,34,嗓35赤E吧,35,雅36雀E饒,36,蹤37舅E猾,37,中38然E宵,38,賺39威E判,45,蓮46牙E抗,46,賽47績E蠟,47,飼48勺E革,48,雕49慣E常,49,警50話E蹲,1,緊12腔E護,2,股13搬E鳳,3,霜14游E致,4,呈15店E辨,5,辭16籃E壽,6,蛛17愚E衫,12,泰23辛E蘆,13,線24生E罰,14,廈25帽E筑,15,探26稀E德,16,弄27尊E型,17,櫻28掛E洲,23,皆34村E轎,24,士35般E戚,25,鉗36縮E獅,26,孫37吳E劉,27,購38灶E參,28,少39搭E會,34,置45旋E暈,35,死46來E靈,36,章47皺E岡,37,勾48憲E瘦,38,云49展E范,39,班50魯E絞,7,恢1澆E腔,8,資2鏡E夏,9,燙3漿E者,10,早4派E旬,11,驕5肝E左,18,迷12精E苦,19,末13社E返,20,輛14案E嬌,21,鷹15挨E雜,22,鐮16隔E喝,29,單23碗E便,30,捉24奇E還,31,威25久E嘩,32,李26膨E原,33,綢27槐E香,40,賊34獻E保,41,冬35土E皇,42,狂36訴E愧,43,章37含E烘,44,煉38視E讀,7,雹2帝E添,8,廢3繡E辮,9,雁4渴E打,10,課5緩E焰,11,算6通E漏,18,舞13書E股,19,擔(dān)14娘E新,20,喂15層E臣,21,敏16悔E慌,22,謠17破E腐,29,鹽24焦E購,30,東25騙E販,31,逐26須E焦,32,枯27終E駛,33,燈28誼E妻,40,太35濫E稅,41,丟36作E運,42,臭37搜E去,43,壽38租E掩,44,混39豈E撒,7,抖12有E句,8,習(xí)13殃E緣,9,吳14都E范,10,屯15鹽E樓,11,饞16磚E筍,18,柔23棍E黃,19,時24木E黃,20,膠25斜E蕉,21,頸26訴E輸,22,蘋27授E緞,29,兇34愚E李,30,辰35杯E行,31,旺36順E棕,32,層37螞E執(zhí),33,紅38轟E遇,40,攔45榮E燭,41,萌46蹦E追,42,紗47利E套,43,羨48因E作,44,場49燃E境,7,泥13峽E霞,8,眾14胳E栗,9,腹15薦E紅,10,戚16殿E凳,11,芒17頑E限,18,沃24網(wǎng)E經(jīng),19,誤25抗E剖,20,的26壟E望,21,謙27競E注,22,萍28嫌E芳,29,值35盟E遙,30,湯36成E日,31,亭37進E春,32,瓣38墊E鐮,33,袋39繞E妄,40,下46后E憲,41,嘆47蠻E莫,42,黃48腸E少,43,爆49男E幸,44,緒50交E陰,7,夾8贊E申,8,辮9火E賽,9,客10備E揪,10,比11蠢E除,18,駕19煙E害,19,撒20賀E竄,20,聯(lián)21碌E賊,21,廚22煙E貌,29,趴30搞E農(nóng),30,葉31累E彈,31,喚32醫(yī)E蒜,32,腹33截E猛,40,尤41時E威,41,豎42援E憶,42,逃43犬E伯,43,揉44僑E勻,7,童18骨E霜,8,健19烈E虜,9,萄20朱E狠,10,紡21滲E厚,11,招22門E參,18,陰29檢E恰,19,授30膀E榴,20,綿31爬E妨,21,率32費E序,22玩,33常E,29樂,40臭E,30課,41貞E,31財,42懶E,32罵,43護E,33裁,44做!閱接下來可以利須用命令定義邊防界條件擊D,1,al直l,0!盤完全固定結(jié)仙點隆1拿，雞6竿，籍4劣5隱和孝50擠D,6,al夸l,0捧D,45,a辭ll,0欣D,50,a讓ll,0剩FINISH攻!幣退出前處理?？蓧K悠/SOLU錢!運進入求解模塊野SOLUTI骨ON講AnType或,Modal研!時分析類型是模揮態(tài)分析趣ModOpt租,LANB,述5!舞模態(tài)分析選項嘴：街Block命Lanczo仰s燃方法，嶄前防5幼階振型和頻率斥MXPAND冬,5!中展開小前忙5沉階振型駝SOLVE番!孕開始求解瀉FINISH泉!哨退出后模塊唇/POST1愈!殖進入后處理模封塊狂POST1采SET,1胸,1!?獎讀入第一階頻劉率和振型章PLDISP漆,2!增在圖形窗口顯師示結(jié)構(gòu)變形晃ANMODE開,10,0.宜05!室用收1嗓0絲幀每處隔結(jié)0.0腳5亮秒鐘的動畫顯慎示振型FINISH瘡在妻ANSY嶼S軟如何考慮混凝推土堅我最近在用吊ANSYS統(tǒng)模擬一個簡單戴的梁，混凝土臘用深SOLID6受5饅單元，鋼筋用烈Link8悉單元（唱1改），采用以下戚命令流定義：亭.....隆.孫et,1,6即5,,,,,古2,,1周et,2,l熱ink8咳mp,ex,杯1,2.13住4e4館mp,nux壞y,1,0.息2趨TB,CON夫C,1忘TBDATA制,,0.3,尊0.5,2.疊45,24.沉5細(xì)mp,ex,貧2,1.91賴4e5尋mp,nux貫y,2,0.殲3胸TB,BIS百O,2,1,賞2,使TBTEMP笛,0凝TBDATA址,,662,訂0,,,,R,1貪R,2,25潔80/3.植......岔.損大致碰到以下網(wǎng)幾個問題：堂（磨1仗）：混凝土的滅幾個參數(shù)，剪瓦切縮減系數(shù)不屆知如何取值，秀系數(shù)對結(jié)果有囑何影響？瞧（密2窯）：混凝土采嚷用以上定義方撈式是不是就可民以了，需不需候要定義屈服準(zhǔn)戀則，以及輸入利混凝土的應(yīng)力棍應(yīng)變曲線，如工何輸入？如以感上定義可以，曾不知道剩ANSYS綢是如何定義混襲凝土的特性的虛，因為我想混棟凝土種類很多榨，就用以上幾趴個參數(shù)就可以站定義嗎？我心蠻里沒有譜；賠（息3堂）：采用以上雅定義，我計算歲了一根梁，分疫為考慮混凝土雪壓碎和不考慮融混凝土壓碎。盆考慮混凝土壓應(yīng)碎時，得出的饒極限荷載比實眠際的要小，但柄混凝土的壓應(yīng)連力不超過抗壓辮強度；不考慮雞混凝土壓碎，仙得到的極限荷攻載較為接近實奮際值，但混凝自土的最大壓應(yīng)盲力遠(yuǎn)遠(yuǎn)大于其僵抗壓強度；并鈴且得不到開裂垃破碎圖。我就掌不知道，如何繡得到極限荷載差又可以得到開婚裂破碎圖？斬1瓦）：分析混凝持土結(jié)構(gòu)，選擇瓜合理的材料特室性是建立模型咱的關(guān)鍵，所以除有必要弄清混喇凝土的材料特希性。混凝土是個脆性材料精,剖并具有不同的寫拉伸和壓縮特禍性。典型混凝宴土的抗拉強度鏟只有抗壓強度蕉的猾8童％晨-15%宿。在鐵ANSYS恰中，對于混凝余土單元，材料刷特性膨ANSYS謊要求輸入以下匆數(shù)據(jù)（為了清凱楚起見，我將霸幾個系數(shù)均譯止為了中文）：給彈性模量、泊啄松比、張開與興閉合滑移面的達剪切強度縮減熄系數(shù)與、抗拉折與抗壓強度與沃、極限雙軸抗寧壓強度、周圍輕靜水應(yīng)力狀態(tài)貞、靜水應(yīng)力狀驟態(tài)下單軸與雙財軸壓縮的極限涌抗壓強度與、胃斷裂發(fā)生時剛優(yōu)度乘子。其中霜，躬1才～首6下是必須輸入的巴，門7噸～顯11峽要么不輸入，額都采用默認(rèn)值浪，如果輸入其所中一個，其他料的都需要輸入鞋；另外，與在營0廚～疤1祥之間取值，具潑體如何取值，喂是值得探討的儀話題，但有一的點是肯定的，朗不能將剪切縮來減系數(shù)，取的霉太小，否則，矮就很難不收斂窗，據(jù)我體會，蔬分析一個梁的卻極限荷載時，仔剪切縮減系數(shù)膽的取值影響也蠟不是很大；擊2叮）：據(jù)我理解采，如果定義：飲TB,con須cer,ma杰t(mat辛是需要定義的離材料號封)還，則混凝土定粉義了破壞準(zhǔn)則絲，沒有定義屈扶服準(zhǔn)則，主要竟是山W-W雹模型。由于混嫌凝土材料的復(fù)伙雜性（太隨機丈了），很難得木到一個完全適蕩合混凝土的屈舉服的材料模型弟；紅3顏）：如果考慮隱混凝土的壓碎竭破壞，有限元逮模型會較早失作效，得不到真褲實極限荷載，召建議在研究鋼柔筋混凝土結(jié)構(gòu)健極限荷載時，觸關(guān)閉混凝土壓彩碎能力；材料障模型的選取對冬荷載變形曲線毀路徑影響不大禍，即模擬曲線退與真實曲線相撕對應(yīng)部分吻合蛙較好；不考慮僑混凝土的壓碎伙破壞，并不意鴉味著不考慮混伸凝土的抗壓能劍力，相反，為闊了得到較準(zhǔn)確苦的極限荷載，珍采用受壓混凝猶土模型是必需祖的，也只有采栽用受壓混凝土癢模型才能得到專整個荷載變形拿曲線；就地震波的輸入星和求解蹤!京對于地震波的響輸入，可以把近荷載記錄做成迎文件，利用援a(chǎn)pdl腫的讀取功能讀秩入倒數(shù)據(jù)庫中爸。下面的例子河是自己編的一埋個小文件。修桌改一下可以更呢簡潔。有用到致的朋友自己作狂一下把。虧fini繳/confi順g,nres音,1000出*dim,a在ceX,TA濱BLE,30伐00,1沖*dim,a線ceY,TA駛BLE,30久00,1證*dim,a滲ceZ,TA韻BLE,30逝00,1勒*creat身,ff變*vread瞞,aceX(陵1,1),a踐cex,tx墾t,,1俘(逆e16.6)沉割*vread廚,aceX(束1,0),A庫CETT,,礦,1岸(敬e17.6)壺醫(yī)ACEX(0雕,1)=1*end坑/input臨,ff算*creat責(zé),ff行*vread鮮,aceY(校1,1),a任cey,tx輸t,,1鉤(港e16.6)夜做*vread樣,aceY(胞1,0),A他CETT,,碑,1進(芝e17.6)寸ACEY(得0,1)=1掏*end家/input標(biāo),ff攜*creat絨,ff盲*vread塌,aceZ(烈1,1),a塊cez,tx跟t,,1狡(歌e16.6)批膊*vread息,aceZ(偵1,0),A幣CETT,,然,1厭(老e17.6)面ACEZ(物0,1)=1貿(mào)*end搬/input冤,ff板！地震波時程呢記錄分成了灶3弓個文件，每個知文件是一列。浸分別記錄塔x,y,z伶方向的加速度記。贈acett唐是時間記錄。乎這樣就可以把蒸加速度記錄讀財取倒庫ansys劣數(shù)據(jù)庫中作為性數(shù)組。拒也可以把加速牽度記錄做成一坐個文件，這樣味程序就簡單多埋了。大家可以倘試看看修改一嚼下。下面是計玩算部分語句：/SOLU運ANTYPE彈,trans叢朗！求解其自己準(zhǔn)選了覆TM_STA拘RT=0.0叫1廊TM_END政=15.00瞇鷹TM_INC畫R=0.01趟凍*DO,TM泰,TM_ST券ART,TM熊_END,T損M_INCR附禿TIME,t悠m蒼alpha,蔽朽BETAD,口跪ACEL,a丑cex(tm閑),acey風(fēng)(tm),a匠cez(tm鵝)SOLVE什*ENDDO筒fini塔吊力學(xué)分析拼/PREP7枕!練進入前處理模槍塊越PREP7眉ET,1,b哲eam4!案定義第一類單讀元為空間梁單挺元爭BEAM4胳MP,EX,介1,3E5萍!拖定義第一類材耀料的彈性模量定EX謝MP,DEN愉S,1,7.復(fù)8e-9!宇定義第一類材晨料的密度題DENS花R,1,77層75,5e6厭,5e6,1藍(lán)00,100采!錄定義單元的第譜一類實常數(shù)興:Area,凍Mement洋Inert胸a,Heig壁ht昏N,141,踢650,-6唉50,215劣00!潮定義各個結(jié)點喪N,142,顧650,65方0,2150滑0卸N,143,壓-650,6礎(chǔ)50,215絹00寧N,144,涂-650,-與650,21挺500膊N,145,祝650,-6般50,216旬00截N,146,唯650,65某0,2160重0盯N,147,盒-650,6我50,216濾00救N,148,判-650,-營650,21論600五N,149,灘650,-6欲50,217叢00政N,150,味650,65環(huán)0,2170灌0毛N,151,妙-650,6律50,217園00熄N,152,液-650,-雁650,21炎700勝N,153,培650,-6況50,228堤00梅N,154,啞650,65靈0,2280謀0莫N,155,牲-650,6反50,228意00鞠N,156,吃-650,-虜650,22若800償N,157,店650,-6奏50,239勁00蓬N,158,寫650,65翁0,2390汁0驟N,159,授-650,6寧50,239肝00尼N,160,膽-650,-屑650,23光900慕N,161,啞650,-6確50,240狹00喇N,162,縮650,65惹0,2400千0暴N,163,西-650,6形50,240吼00痰N,164,尼-650,-散650,24腔000額N,165,湊500,-5者00,243昌80畢N,166,濕500,50太0,2438變0燭N,167,勵-500,5就00,243朵80志N,168,眉-500,-咬500,24筆380竊N,169,古500,-5所00,256津25洪N,170,籃500,50李0,2562罪5塑N,171,鴉-500,5眠00,256適25重N,172,內(nèi)-500,-網(wǎng)500,25貸625臘N,173,漿500,-5悲00,268蹲70哈N,174,袋500,50恰0,2687察0妄N,175,淋-500,5茄00,268影70博N,176,決-500,-評500,26惱870誠N,177,碧500,0,燙24380栽N,178,晚0,500,括24380好N,179,態(tài)-500,0執(zhí),24380義給N,180,量0,-500界,24380習(xí)N,181,閱500,0,漂26870流N,182,渠0,500,悲26870閑N,183,豬-500,0緩,26870魯栗N,184,速0,-500案,26870蠢鐮N,185,量0,-500牲,27000祝爽N,186,視0,500,收27000烈N,187,章500,-5栗00,270來00狠N,188,葛500,50限0,2700雁0蜘N,189,勸-500,5粒00,270虹00盒N,190,勒-500,-女500,27蠟000貌N,191,弊458.33明33,-40唐3.3333晶,27853忽.33糕N,192,絲458.33葵33,500視,27911途.67冷N,193,進-458.3陡333,50逢0,2791戰(zhàn)1.67階N,194,悶-458.3計333,-4票03.333槐3,2785的3.33竊N,195,吼416.66松67,-30分6.6667芳,28706踢.67勤N,196,鹽416.66袍67,500粒,28823漫.33予N,197,柔-416.6陽667,50炎0,2882提3.33誼N,198,筑-416.6拔667,-3躺06.666紡7,2870敬6.67鼻N,199,錫375,-2納10,295挖60隊N,200,誤375,50森0,2973濁5設(shè)N,201,挎-375,5餓00,297拖35桐N,202,縱-375,-澤210,29竄560瀉N,203,蕩333.33什33,-11罵3.3333田,30413預(yù).33船N,204,及333.33同33,500酬,30646敵.67毅N,205,瓜-333.3肢333,50只0,3064現(xiàn)6.67垃N,206,相-333.3望333,-1森13.333沙3,3041肢3.33塊N,207,吹291.66錢67,-16訪.66666喬,31266及.67慣N,208,蟲291.66易67,500撫,31558撥.33裁N,209,慌-291.6錫667,50準(zhǔn)0,3155導(dǎo)8.33音N,210,辜-291.6已667,-1爽6.6666午6,3126折6.67旗N,211,籃250,80杠,32120隊姻N,212,銳250,50啞0,3247覺0些N,213,共-250,5捆00,324膠70隙N,214,嫂-250,8攔0,3212丙0N,215,-500,750,27000N,216,500,750,27000N,217,-390,1565,27000N,218,390,1565,27唯000N,革219,0,還2043,2鑒7850N尾,220,-童390,25形20,270小00N,2避21,390重,2520,蛛27000讀N,222,它0,2998絞,27850描N,223透,-390,桌3182,2量7000N晴,224,3回90,318猜2,2700膽0N,22語5,0,33姻98,278粉50N,2馬26,-39帥0,3728富,27000預(yù)N,227披,390,3倘728,27廈000N,煎228,0,貫4205,2張7850N狂,229,-長390,46拉82,270禿00N,2攪30,390豪,4682,塊27000汽N,231,全0,5160滿,27850保N,232癥,-390,鋼5638,2掌7000N政,233,3擺90,563資8,2700除0N,23怒4,0,57默50,278夕50N,2假35,-39床0,5750導(dǎo),27000盈N,236晌,390,5邪750,27蘇000N,鄰237,0,賓5862,2救7850N華,238,-淹390,58欠62,270顯00N,2憶39,390巷,5862,貫27000奮N,240,野0,6340匙,27850瘋N,241徹,-390,濕6817.2遍,27000挽N,242球,390,6凝817.2,嫌27000桌N,243,應(yīng)0,7295咳,27850尺N,244慶,-390,些7772.4漁,27000用N,245欺,390,7菌772.4,幼27000脊N,246,鼻0,8250鎖,27850終N,247猛,-390,喪8727.6找,27000后N,248援,390,8轟727.6,巷27000需N,249,中0,9205積,27850肉N,250幟,-390,殘9682.8版,27000薪N,251足,390,9偶682.8,聯(lián)27000乒N,252,龍0,1016乎0,2785限0N,25泉3,-390踩,10638壩,27000呆N,254單,390,1溪0638,2具7000N徑,255,0拔,10750搬,27850鍵N,256館,-390,馳10750,等27000禽N,257,郊390,10謊750,27幻000N,展258,0,版10862,撇27850綁N,259,百-390,1盞0862,2糠7000N貸,260,3能90,108反62,270保00N,2暴61,0,1植1340,2據(jù)7850N伙,262,-歉390,11豈817.2,岡27000統(tǒng)N,263,送390,11泳817.2,吉27000窮N,264,撕0,1229傘5,2785弟0N,26疑5,-390藥,12772督.4,270料00N,2宋66,390攻,12772貓.4,270演00N,2繩67,0私,13250巖,27850涉N,268覆,-390,葡13727.插6,2700筐0N,26豐9,390,益13727.抱6,2700鉤0N,27邁0,0,14筐205,27汗850N,軋271,-3柏90,146加82.8,2秩7000N哪,272,3干90,146駛82.8,2胳7000N免,273,0扶,15160掃,27850奇N,274婚,-390,純15638,梯27000菌N,275,釋390,15趙638,27蜻000N,侮276,0,軟15750,久27850缺N,277,因-390,1色5750,2川7000N波,278,3院90,157蜻50,270壩00N,2舍79,0,1泳5862,2島7850N批,280,-亦390,15棗862,27懶000N,牛281,39朵0,1586蓄2,2700作0N,28賊2,0,16使340,27作850N,劃283,-3題90,168敬17.2,2護7000N捐,284,3栽90,168舉17.2,2霧7000N晝,285,0叫,17295放,27850財N,286蛛,-390,令17772.澇4,2700潤0N,28獻7,390,菊17772.更4,2700畜0N,28省8,0,18身250,27君850N,濃289,-3洪90,187鄰27.6,2何7000N呢,290,3縱90,187嘗27.6,2橋7000N情,291,0身,19205泊,27850吳N,292就,-390,朗19682.免8,2700呆0N,29傳3,390,幕19682.魂8,2700陪0N,29捉4,0,20惕160,27累850N,造295,-3步90,206放38,270咱00N,2茂96,390屬,20638賢,27000席N,297誰,0,207斧50,278辜50N,2趙98,-39科0,2075集0,2700悉0N,29盲9,390,偶20750,志27000悄N,300,嗎0,2086篇2,2785瀉0N,30林1,-390勿,20862灰,27000軍N,302洋,390,2逗0862,2療7000N死,303,0粉,21340舊,27850辨N,304云,-390,叫21817.繳2,2700頸0N,30歷5,390,夢21817.呈2,2700慈0N,30報6,0,22集295,27壺850N,路307,-3蜓90,227厘72.4,2朝7000N混,308,3成90,227贏72.4,2坦7000N濤,309,0猜,23250癢,27850梯N,310志,-390,休23727.獅6,2700扎0N,31叫1,390,員23727.獻6,2700峽0N,31鎮(zhèn)2,0,24浸205,27呈850N,踩313,-3柴90,246點82.8,2洲7000N啄,314,3突90,246雞82.8,2遣7000N梢,315,0寧,25160柔,27850麥N,316益,-390,壩25638,倦27000惰N,317,劃390,25射638,27罷000N,廊318,0,墳25750,燃27850排N,319,茶-390,2補5750,2盜7000N兩,320,3既90,257握50,270需00N,3蠟21,0,2而5862,2由7850N拼,322,-驗390,25閘862,27真000N,狀323,39犧0,2586蜘2,2700貪0N,32鞋4,0,26甜340,27質(zhì)850N,娘325,-3蕩90,268曠17.2,2伯7000N漿,326,3天90,268辜17.2,2沾7000N斥,327,0蓋,27295職,27850槳N,328耀,-390,風(fēng)27772.策4,2700規(guī)0N,32耐9,390,菜27772.饞4,2700油0N,35哈0,408,材-10000家,25000觸N,351趴,-408,亂-8500,蓄27000愿N,352,歷408,-8救500,27哄000N,纏353,-4秘08,-10驗000,27鬼000N,訓(xùn)354,40烏8,-100輔00,270步00N,3曬55,-40招8,-850沫0,2500釣0N,35淋6,408,構(gòu)-8500,朱25000潤N,357,撓-408,-孫10000,疲25000倡E,141,攤145E,攤142,14招6E,14憶3,147壯E,144,繪148E,訴141,14稼2E,14照2,143倦E,143,寫144E,稀141,14柱4E,14咱1,143藝E,145,硬149E,澇146,15怎0E,14億7,151影E,148,只152E,說149,15捷3E,15康0,154恒E,151,泊155E,墳152,15興6E,15珍3,157權(quán)E,154,咽158E,五155,15寒9E,15遷6,160暴E,157,瘦161E,鄭158,16抬2E,15鐮9,163矛E,160,小164E,棚149,15硬0E,15冷3,154以E,157,熊158E,揉150,15僻1E,15送4,155辱E,158,棉159E,嗽151,15抖2E,15虹5,156斯E,159,稍160E,裂149,15象2E,15貪3,156合E,157,絹160E,陸149,15漁4E,15窄4,157滾E,150,舟155E,密155,15村8E,15挑1,156陡E,156,迫159E,奏152,15澤3E,15桿3,160終E,153,墓155E,明157,15省9E,16歪1,165嗽E,162,熱166E,煌163,16牲7E,16決4,168悲E,165,命169E,農(nóng)166,17套0E,16股7,171凈E,168,咳172E,董169,17琴3E,17炎0,174頃E,171,持175E,部172,17早6E,16驚5,177施E,166,概177E,非166,17蒙8E,16子7,178搜E,167,撿179E,忌168,17怪9E,16古8,180份E,165,形180E,狂169,17須0E,17同0,171捉E,171,云172E,清169,17朋2E,17鋤3,181澇E,174,著181E,借174,18框2E,17陳5,182盞E,175,吊183E,個176,18犁3E,17瓶6,184追E,173,馬184E,珠169,17清7E,17毅0,177扔E,170,因178E,嗽171,17村8E,17栽1,179桌E,172,比179E,錘172,18戒0E,16劈9,180雀E,169,欠181E,穩(wěn)170,18攪1E,17母0,182鐮E,171,譜182E,宰171,18唱3E,17適2,183鉤E,172,豪184E,保169,18棋4E,18串5,190枕E,185,肌187E,林186,18補9E,18床6,188協(xié)E,185,墻194E,頂185,19艱1E,18需6,193黃E,186,子192E,堆187,18氏8E,19餅1,192尖E,195,沖196E,誦199,20旦0E,20兄3,204傅E,207,貼208E,決189,19公0E,19賽3,194葵E,197,豈198E,冒201,20刊2E,20廟5,206辮E,209,愧210E,滴213,21模4E,19倚1,194尼E,195,多198E,心199,20屠2E,20月3,206廚E,207,礙210E,沸211,21題4E,19向2,193遮E,196,得197E,策200,20闖1E,20架4,205稠E,208,愿209E,杯212,21偶3E,18伙8,191踏E,191,冶196E,脈196,19虜9E,19少9,204次E,204,梳207E,池207,21竄2E,18盟9,194搬E,194,鞋197E,炎197,20想2E,20副2,205戚E,205,辦210E,輕210,21怪3E,19黑4,195辨E,195,赴202E,厘202,20勇3E,20究3,210答E,210,若211E,眾193,19吹6E,19束6,201獻E,201,菊204E,鼠204,20擔(dān)9E,20思9,212短E,187,暖191E,糾191,19護5E,19厚5,199辱E,199,屬203E,摸203,20定7E,20得7,211塊E,188,濟192E,尖192,19虜6E,19鋤6,200式E,200,辜204E,廳204,20峰8E,20響8,212經(jīng)E,189,仗193E,命193,19覽7E,19秀7,201部E,201,弟205E,牙205,20萄9E,20懷9,213熱E,190,危194E,慢194,19丈8E,19勿8,202律E,202,劉206E,噸206,21政0E,21泊0,214威E,211,跪212E,險173,18滴7E,17繩4,188節(jié)E,175,餐189E,藥176,19棄0E,21鼻5,216歲E,217,谷218E,巴220,22兵1E,22咳3,224勤E,226,的227E,社229,23點0E,23謹(jǐn)2,233嚷E,218,附220E,脫221,22懂3E,22寬7,229霞E,230,賊232E,圣219,22鋒2E,22四2,225父E,225,疑228E,評228,23朗1E,23粘1,234酷E,215,播219E,隱217,21堪9E,21欲9,220祝E,220,忘222E,柜222,22視3E,22每3,225束E,225,休226E,扁226,22扛8E,22攤8,229礎(chǔ)E,229,塊231E,壯231,23盜2E,21可6,219婦E,218,掌219E,促219,22梯1E,22類1,222噴E,222,瘡224E,旋224,22值5E,22奮5,227淚E,227,盾228E,攻228,23幅0E,23啊0,231甜E,231,潛233E,疫216,21瓶8E,21效8,221去E,221,須224E,姿224,22殃7E,22昆7,230獄E,230,鬧233E,槳215,21語7E,21瞇7,220兔E,220,板223E,踐223,22罩6E,22室6,229親E,229,害232E,彩232,23灶5E,23和3,236州E,189,齒215E,窩188,21漏6E,23盒4,237夏E,235,諒238E,撒236,23謊9E,23閘7,240評E,240,透243E,怨243,24測6E,24櫻6,249剪E,249,玩252E,乓252,25肅5E,23稍8,241自E,241,睜244E,失244,24查7E,24間7,250臣E,250,乎253E,簽253,25深6E,23明9,242奴E,242,你245E,存245,24乒8E,24朵8,251習(xí)E,251,呀254E,滑254,25徐7E,23惹7,238者E,238,泰240E,構(gòu)240,24留1E,24傷1,243陪E,243,輕244E,腿244,24替6E,24泛6,247蜂E,247,裁249E,穗249,25衫0E,25迷0,252暢E,252,和253E,另238,23擱9E,23轟9,241知E,241,臂242E,勉242,24儀4E,24比4,245枯E,245,溝247E,辯247,24屈8E,24移8,250區(qū)E,250,軍251E,膀251,25泊3E,25蒼3,254菌E,237,以239E,柏239,24客0E,24訂0,242界E,242,要243E,照243,24亂5E,24某5,246早E,246,袋248E,錄248,24灰9E,24頓9,251癢E,251,卵252E,扎252,25院4E,25并5,258既E,256,亂259E,凈257,26仗0E,25眼8,261豬E,261,慧264E,齒264,26疼7E,26穿7,270拌E,270,榨273E,眼273,27寒6E,25宰9,262醋E,262,蘭265E,呼265,26景8E,26滔8,271費E,271,惱274E,替274,27缸7E,26扣0,263延E,263,子266E,蜘266,26期9E,26腎9,272捎E,272,亭275E,強275,27奶8E,25扒8,259賢E,259,夕261E,驕261,26譽2E,26填2,264的E,264,久265E,性265,26叉7E,26漂7,268役E,268,蛾270E,封270,27巴1E,27稈1,273叫E,273,屢274E,宮259,26廢0E,26社0,262債E,262,鈴263E,瀉263,26遞5E,26鉆5,266晉E,266,拖268E,岸268,26勻9E,26絕9,271位E,271,妄272E,真272,27狀4E,27假4,275拍E,258,忙260E,級260,26杰1E,26診1,263隔E,263,舌264E,供264,26源6E,26搜6,267趨E,267,監(jiān)269E,助269,27奪0E,27炎0,272在E,272,落273E,廳273,27械5E,27奔6,279布E,277,范280E,情278,28讓1E,27安9,282陪E,282,蒜285E,匪285,28忽8E,28滋8,291水E,291,閱294E,岡294,29張7E,28須0,283缸E,283,衡286E,拖286,28承9E,28燥9,292稿E,292,排295E,清295,29郊8E,28移1,284搜E,284,攀287E,扮287,29倘0E,29霉0,293外E,293,搶296E,卻296,29驢9E,27無9,280饞E,280,桑282E,充282,28悅3E,28假3,285滋E,285,邊286E,方286,28資8E,28殺8,289罵E,289,物291E,醫(yī)291,29尚2E,29開2,294叼E,294,蛾295E,曠280,28愿1E,28燙1,283匆E,283,休284E,弦284,28沒6E,28緩6,287享E,287,菊289E,排289,29挑0E,29趴0,292級E,292,地293E,炕293,29惱5E,29墓5,296獨E,279,雙281E,階281,28談2E,28碧2,284借E,284,敬285E,滔285,28番7E,28工7,288倡E,288,服290E,墻290,29尾1E,29劑1,293都E,293,居294E,叔294,29笛6E,29駱7,300授E,298,池301E,助299,30攤2E,30魚0,303混E,303,館306E,港306,30舉9E,30糠9,312咬E,312,繁315E,般315,31位8E,30拆1,304響E,304,繭307E,課307,31岔0E,31使0,313悔E,313,遍316E,乘316,31灑9E,30眼2,305棚E,305,幫308E,怖308,31系1E,31弓1,314設(shè)E,314,鈴317E,兔317,32伙0E,30吉0,301渣E,301,語303E,燭303,30析4E,30慶4,306贏E,306,玻307E,剪307,30織9E,30洗9,310勢E,310,危312E,態(tài)312,31銀3E,31陶3,315翅E,315,筍316E,墨301,30它2E,30彩2,304鋪E,304,習(xí)305E,廈305,30敘7E,30腳7,308蠟E,308,偷310E,谷310,31這1E,31建1,313已E,313,紛314E,踐314,31鉛6E,31日6,317舌E,300,仁302E,忘302,30芹3E,30虹3,305乳E,305,粉306E,臟306,30揀8E,30運8,309獅E,309,昂311E,西311,31客2E,31社2,314秘E,314,徐315E,虛315,31箱7E,31豬8,321碗E,319,爽322E,勒320,32倘3E,32淺1,324殘E,324,御327E,腫322,32勸5E,32肆5,328洗E,323,堆326E,晨326,32謙9E,32貢1,322簡E,322,蘆324E,真324,32銹5E,32接5,327測E,327,舅328E,賤322,32尋3E,32奔3,325招E,325,米326E,四326,32祥8E,32哈8,329碗E,321,謙323E,品323,32紙4E,32嗓4,326委E,326,穩(wěn)327E,狠327,32智9E,21灶3,282甘E,212,劉282E,將190,35賠1E,18炕7,352攜E,351,教353E,現(xiàn)352,35腦4E,35躺5,357樂E,350,怎356E,襖351,35撓5E,35長2,356漁E,353,甘357E,秘350,35過4E,35批1,352驚E,355,愈356E,泰353,35壺4E,35浮0,357熔E,214,渾353E,朋211,35伐4/SOLU!進入求解模塊SOLUTIONANTYPE,0!申明求解類型是靜力分析d,141,all!固定塔身底部的四個結(jié)點141,142,143和144d,142,alld,143,alld,144,allF,253,FZ,-50000!在塔臂配重端施加沿-Z方向的配重50000F,254,FZ,-50000F,328,FZ,-15000!在塔臂最前端施加沿-Z方向的吊重15000F,329,FZ,-15000SOLVE!開始求解/POST1!進入后處理模塊POST1SET,1!讀入第一個荷載步的計算結(jié)果PLDISP,2!在圖形窗口顯示結(jié)構(gòu)變形/VIEW,1,0.828114222649,0.393772282969,0.398961430984!改變視角/ANG,1,-98.1951938661!旋轉(zhuǎn)模型/REPLOT!重繪模型如何實現(xiàn)ansys倒退功能undo，并添加toolbar模式[分享]如何實現(xiàn)ansys倒退功能undo，并添加toolbar模式首先用命令/undo,on激活undo命令然后在MenuCtrls中的EditToolbar....中輸入：*ABBR,UNDO,undo即可添加undo命令的快捷方式。然后SaveToolbar.這對于喜歡gui方式的朋友可能有些用處。如何將分析中前一次計算結(jié)構(gòu)導(dǎo)入下一部分分析中Q:挖分析中前一次計算結(jié)果導(dǎo)入下一部分析中A:如果用dyna計算，有兩個可能：1）如果網(wǎng)格需要重劃分，將ANSYS/lsdyna的計算結(jié)果插值到新網(wǎng)格中后輸出到數(shù)據(jù)文件，再組裝到lsdyna的.k文件中。2）如果不需要網(wǎng)格重劃分，在用lsdyna計算之前，可用*set_part和*interface_springback_dyna3d將應(yīng)力應(yīng)變數(shù)據(jù)直接輸出到dynain文件中，再編輯新的.k數(shù)據(jù)文件A:我不明白為什么不能在你的新模型的第一載荷步進行重力加載計算，在第二載荷步進行挖掘計算。即使按你所說的那樣，分成兩個模型，在lsdyna中也可以實現(xiàn)。即先進行重力載荷步計算，然后把計算結(jié)果輸出到另外一個計算模型中進行挖掘計算。這要求你在進行重力載荷步計算時，生成.K文件后，在此.K文件中加入（假設(shè)土體材料號為1），*set_part11*interface_springback_dyna3d1計算結(jié)束后，會生成一個dynain文件，該文件中記錄了計算終點時的應(yīng)力分量和等效塑性應(yīng)變數(shù)據(jù)。至于土體的變形后的幾何模型很容易生成，有幾種辦法，最簡單的辦法是利用upgeom命令實現(xiàn)，如UPGEOM,1,LAST,LAST,'test','rst',''。lsdyna中有幾種soil材料模型可供選擇，如：5soilandcrushable/noncrushablefoam14soilandcrushablefoamwithfailure78soil/concrete79hystereticsoilA:上面還有一點沒有說清楚：用upgeom更新模型之后，繼續(xù)新模型其它部分的建模工作，并生成新模型的.K文件，再加入第一個模型計算生成的dynain文件中的初始應(yīng)力數(shù)據(jù)塊，就可以進行新模型部分的計算了。A:你不是說為了考慮重力的影響而分成兩個載荷步的嗎？第一個載荷步只是考慮重力的影響，怎么來了挖掘步呢？看來你把挖掘分為幾個載荷步了，當(dāng)然就出現(xiàn)了你所說的問題。還好，這屬于我最初所說的第一種情況，還是有辦法的?，F(xiàn)在不能利用dynain文件了，只能把尚未去除的單元應(yīng)力應(yīng)變信息按dynain文件的格式手工生成一個初應(yīng)力應(yīng)變數(shù)據(jù)文件，也就是你自己的dynain文件，其余按以前的方式同樣處理就可以了。如何顯示某一截面的應(yīng)力分析A:做實體有限元分析(應(yīng)用ansys),后處理時,如何顯示某一截面的應(yīng)力分布(圖示)?請求諸位大蝦指教!Q:用工作平面切割，先將工作平面（X-Y平面）移到要求的地方，然后進入utilitymenu>plotctrls>style>hidenlineoption>彈出一個對話框，typeofplot后的下拉框中選擇section，在cuttingplaneis后的下拉框選擇workingplane將ANSYS作為子程序調(diào)用將ANSYS作為子程序調(diào)用對于優(yōu)化或參數(shù)化設(shè)計，可以在VC或FORTRAN中將ANSYS作為子程序調(diào)用。具體調(diào)用方法如下：在VC中調(diào)用ANSYS::WinExec("d:/ANSYS57/BIN/INTEL/ANSYS57-b-pansys_product_feature-iinput_file-ooutput_file",SW_SHOWNORMAL);在FORTRAN中調(diào)用ANSYSLOGICAL(4)resultRESULT=SYSTEMQQ('d:\ANSYS57\BIN\INTEL\ANSYS57-b-pansys_product_feature-iinput_file-ooutput_file')說明1和2中，input_file為用APDL語言編寫的ANSYS輸入文件。ansys_product_feature為你的ANSYS產(chǎn)品特征代碼。需要注意的是，在VC中調(diào)用ANSYS時，需要加一條判斷語句，以確定ANSYS已經(jīng)執(zhí)行完畢。在FORTRAN中不需要判斷，F(xiàn)ORTRAN會等ANSYS執(zhí)行完畢才繼續(xù)執(zhí)行下一條語句。在VC中，我沒有找到與FORTRAN類似的函數(shù)，只好加一條循環(huán)判斷語句。判斷方法很簡單，只需判斷錯誤文件file.err是否可寫就可以了。因為當(dāng)ANSYS在運行時，file.err是不可寫的，只有當(dāng)它運行完畢，此文件才可寫。數(shù)據(jù)文件(假設(shè)輸出的數(shù)據(jù)文件名為opt.out):*dim,out1,,2,1out1(1)=dmax!目標(biāo)函數(shù)out1(2)=1-eymax!約束條件1*cfopen,opt,out*vwrite,out1(1),out1(2)(2f10.6)*cfclos在VC中相應(yīng)的顯示數(shù)據(jù)文件命令為：result=system("notepadopt.out");圖形文件（假設(shè)ANSYS工作文件名為test,輸出jpg圖形文件,具體信息請參考命令/show）：/SHOW,JPEGJPEG,QUAL,75,JPEG,ORIENT,HORIZJPEG,COLOR,2JPEG,TMOD,1/GFILE,600,!*plns,uy/SHOW,TERM在VC中相應(yīng)的顯示圖形文件命令為：result=system("mspainttest001.jpg");************************************************************************VC調(diào)用ANSYS的示例程序。//Test.cpp#include"stdio.h"#include"process.h"voidmain(){intresult;printf("Solving...");result=system("d:/ANSYS57/BIN/INTEL/ANSYS57-b-pansysul-itest.txt-otest.out");//不用::WinExec，就用不著等待語句，可以實現(xiàn)用FORTRAN調(diào)用一樣的效果。printf("Solutionfinished...");}怎么還不知道?那個特征表找著沒有?ANSYS幫助->ANSYS,INC.LicensingGuide->Licensefiles->WhatareLicensefiles->ProductfeatureTable以第一行為例:ANSYS/MULTIPHYSICSane3flANSYS/MULTIPHYSICS是產(chǎn)品特征名稱,ane3fl是與其對應(yīng)的產(chǎn)品特征代碼,把這個代碼填到下面的語句中:result=system("d:/ANSYS57/BIN/INTEL/ANSYS57-b-pane3fl-itest.txt-otest.out");VC中的變量與APDL語言中的變量可以進行數(shù)據(jù)交換,否則怎么實現(xiàn)參數(shù)化或優(yōu)化設(shè)計?不過不能直接互換.我采用的辦法是,在VC中將變量結(jié)果寫到一個文件中,然后再在ANSYS的APDL語言文件中讀入這個文件的數(shù)據(jù),再由ANSYS進行新的計算,計算結(jié)束之后,再由后處理處理結(jié)果,并將結(jié)果數(shù)據(jù)輸出到一個文件中,然后用VC讀入此文件中的數(shù)據(jù),進行下一步處理.懸臂梁模態(tài)分析/PREP7!進入前處理模塊PREP7ET,1,BEAM3!定義第一類單元為平面梁單元BEAM3ET,2,MASS21,,,4!定義第二類單元為質(zhì)量阻尼單元MASS21R,1,0.003,6.25e-7,0.05!定義單元的第一類實常數(shù):Area,Inertia,HeightR,2,0.1!定義單元的第二類實常數(shù):集中質(zhì)量MP,EX,1,207e9!定義第一類材料的彈性模量EXN,1,0,0!定義各個結(jié)點N,2,0.04,0N,3,0.08,0N,4,0.12,0TYPE,1!使用第一類單元REAL,1!使用第一類實常數(shù)MAT,1!使用第一類材料E,1,2!按上面設(shè)置定義單元E,2,3E,3,4TYPE,2!使用第二類單元REAL,2!使用第二類實常數(shù)E,4!定義四號單元(集中質(zhì)量)FINISH!退出后模塊/SOLU!進入求解模塊SOLUTIONANTYPE,MODAL!申明求解類型是模態(tài)分析MODOPT,LANB,5!使用BlockLanczos方法求解前5階振型和頻率D,1,ALL,0!固定1號結(jié)點M,2,UY,4,1!定義2號到4號結(jié)點的三個結(jié)點的Y方向為主自由度SOLVE!開始求解FINISH!退出后模塊/POST1!進入后處理模塊POST1SET,1,1!讀入第一階頻率和振型PLDISP!在圖形窗口顯示結(jié)構(gòu)變形ANMODE,10,0.05!用10幀每隔0.05秒鐘的動畫顯示振型接觸分析例題例子1是為了獲得初始應(yīng)力，計算可以完成。命令流為：!以便獲得初始應(yīng)力，收斂??！考慮土與巖石之間的摩擦，點面接觸fini!考慮土體的相互作用。自由劃分網(wǎng)格，局部細(xì)化,不收斂?。。。。。。。。。?！/cle/filname,diji11/title,地基應(yīng)力、應(yīng)變的分布規(guī)律/units,si/PREP7!ET,1,PLANE2ET,1,PLANE42KEYOPT,1,3,2KEYOPT,1,5,0KEYOPT,1,6,0MP,EX,1,8e9!巖石性質(zhì)MP,PRXY,1,0.29MP,DENS,1,2600MP,EX,2,5.0e7!風(fēng)化槽土體性質(zhì)?MP,PRXY,2,0.25TB,dp,2TBDATA,1,15e3,20,0MP,DENS,2,2000et,2,contac48,,,1mp,mu,3,2.5r,1,5.0e7,5.0e6,0.01,1.0,0.001,0.001r,2,5.0e7,5.0e6,0.01,1.0,0.001,0.001K,1,0,0,0,K,2,2.5,-12,0,K,3,6.5,-12,0,K,4,13.5,-26.5,0,K,5,20,-30,0,K,6,24.5,-27,0,K,7,31.5,-12,0K,8,35.5,-12,0,K,9,38,0,0,k,10,-40,0,0,k,11,-40,-60,0,k,12,80,-60,0,k,13,80,0,0,K,14,6.5,-12,0,K,15,13.5,-26.5,0,K,16,20,-30,0,K,17,24.5,-27,0,K,18,31.5,-12,0*do,i,1,8lstr,i,i+1*enddoLSTR,1,10*do,i,10,12lstr,i,i+1*enddoLSTR,13,9*do,i,14,17lstr,i,i+1*enddoLARC,14,18,16,14.57FLST,2,13,4*do,i,1,13FITEM,2,i*enddoAL,P51XFLST,2,5,4*do,i,14,18FITEM,2,i*enddoAL,P51Xasel,s,area,,1aatt,1,,1asel,s,area,,2aatt,2,,1esize,4asel,allamesh,alllsel,s,line,,3,4,1nsll,s,1CM,_TARGET1,nodelsel,s,line,,14,15,1nsll,s,1CM,_CONTACT1,nodelsel,s,line,,5,6,1nsll,s,1CM,_TARGET2,nodelsel,s,line,,16,17,1nsll,s,1CM,_CONTACT2,nodeTYPE,2mat,3real,1gcgen,_CONTACT1,_TARGET1real,2gcgen,_CONTACT2,_TARGET2finiFINISH/SOLUantype,staticnlgeom,onnropt,full,,offneqit,40pred,onautots,ontime,1nsubst,100,1000,10allsLSEL,s,line,,10,12,2CM,_Y,LINECMSEL,,_YDL,_Y,,ux,0,0LSEL,s,line,,11CM,_Y,LINECMSEL,,_YDL,_Y,,uy,0,0allsacel,,9.8iswrite,onlnsrch,onoutres,all,allsolve例2：!讀入初始應(yīng)力，收斂??！考慮土和混凝土與巖石之間的摩擦，點面接觸fini!考慮土體和混凝土之間的相互作用。不收斂！?。。。。。。。。?！/cle/filname,diji/title,地基應(yīng)力、應(yīng)變的分布規(guī)律/units,si/PREP7ET,1,PLANE42KEYOPT,1,3,2KEYOPT,1,5,0KEYOPT,1,6,0MP,EX,1,8e9!巖石性質(zhì)MP,PRXY,1,0.29MP,DENS,1,2600MP,EX,2,5.0e7!風(fēng)化槽土體性質(zhì)?MP,PRXY,2,0.25TB,dp,2TBDATA,1,15e3,20,0MP,DENS,2,2000MP,EX,3,2.55e10!混凝土性質(zhì)MP,PRXY,3,0.167MP,DENS,3,2400et,2,contac48,,,1mp,mu,4,2.5mp,mu,5,4.5mp,mu,6,3.0r,1,5.0e7,5.0e6,0.01,1.0,0.001,0.001r,2,5.0e7,5.0e6,0.01,1.0,0.001,0.001r,3,8.0e9,8.0e8,0.01,1.0,0.001,0.001r,4,8.0e9,8.0e8,0.01,1.0,0.001,0.001r,5,5.0e7,5.0e6,0.01,1.0,0.001,0.001K,1,0,0,0,K,2,2.5,-12,0,K,3,6.5,-12,0,K,4,13.5,-26.5,0,K,5,20,-30,0,K,6,24.5,-27,0,K,7,31.5,-12,0K,8,35.5,-12,0,K,9,38,0,0,k,10,-40,0,0,k,11,-40,-60,0,k,12,80,-60,0,k,13,80,0,0,K,14,6.5,-12,0,K,15,13.5,-26.5,0,K,16,20,-30,0,K,17,24.5,-27,0,K,18,31.5,-12,0K,19,0,0,0,K,20,2.5,-12,0,K,21,6.5,-12,0,K,22,31.5,-12,0K,23,35.5,-12,0,K,24,38,0,0,K,25,20,0,0,*do,i,1,8lstr,i,i+1*enddoLSTR,1,10*do,i,10,12lstr,i,i+1*enddoLSTR,13,9*do,i,14,17lstr,i,i+1*enddoLARC,14,18,16,14.57*do,i,19,20lstr,i,i+1*enddoLARC,21,22,16,14.57*do,i,22,24lstr,i,i+1*enddoLSTR,25,19FLST,2,13,4*do,i,1,13FITEM,2,i*enddoAL,P51XFLST,2,5,4*do,i,14,18FITEM,2,i*enddoAL,P51XFLST,2,7,4*do,i,19,25FITEM,2,i*enddoAL,P51Xasel,s,area,,1aatt,1,,1asel,s,area,,2aatt,2,,1esize,4asel,s,area,,1,2amesh,alllsel,s,line,,3,4,1nsll,s,1CM,_TARGET1,nodelsel,s,line,,14,15,1nsll,s,1CM,_CONTACT1,nodelsel,s,line,,5,6,1nsll,s,1CM,_TARGET2,nodelsel,s,line,,16,17,1nsll,s,1CM,_CONTACT2,nodeTYPE,2mat,4real,1gcgen,_CONTACT1,_TARGET1real,2gcgen,_CONTACT2,_TARGET2asel,s,area,,3aatt,3,,1esize,4amesh,alllsel,s,line,,1,8,7nsll,s,1CM,_TARGET3,nodelsel,s,line,,19,23,4nsll,s,1CM,_CONTACT3,nodelsel,s,line,,2,7,5nsll,s,1CM,_TARGET4,nodelsel,s,line,,20,22,2nsll,s,1CM,_CONTACT4,nodeTYPE,2mat,5real,3gcgen,_CONTACT3,_TARGET3real,4gcgen,_CONTACT4,_TARGET4lsel,s,line,,18nsll,s,1CM,_TARGET5,nodelsel,s,line,,21nsll,s,1CM,_CONTACT5,nodeTYPE,2mat,6real,5gcgen,_CONTACT5,_TARGET5fini/SOLUantype,staticnlgeom