ANSYS软件应用算例

人字形屋架的分析/PREP7!进入前处理模块:定义模型N,1,0,0!定义各个结点N,2,2,0N,3,4,0N,4,6,0N,5,8,0N,6,2,1N,7,4,2N,8,6,1ET,1,LINK1!定义第一类单元为二维杆单元LINK1MP,EX,1,207E9!定义第一类材料弹性模量EXR,1,0.01!定义杆件第一类实常数--截面积E,1,2!定义各个单元E,2,3E,3,4E,4,5E,1,6E,6,7值E,2,鹰6允E,2,凝7娱E,3,荷7劳E,4,律7萝E,4,饿8汁E,7,亩8提E,8,架5漫FINISH定!裹退出前处理模离块挠/SOLU笛!表进入求解模块遭:乌定义力和位移眠边界条件上,陆并求解哪ANTYPE积,STAT葡IC!矩申明分析类型泉是静力分析唤OUTPR,鼠BASIC恨,ALL耕!变在输出结果中科，列出元素的辉结果圣D,1,牲ALL,0碧,,5,寺4!裙约束慌1伪号结点的所有使结点位移分量乞,室并按增量全4恭循环到份5工号结点荒NSEL,门U,NOD旨E,,1邪,5,1态!宰对盛1嫩到蝇5石号的所有结点竞取消选择筛F,ALL爪,FY,包-1000级!份对当前选择集牺中的所有结点骨施加寿Y丰方向的集中力姐ALLSEL此!歉选择所有项目璃SOLVE狡!织发出求解指令唉FINISH除!撕退出求解模块详/POST1帆!乖进入一般后处考理模块输:季显示变形和内悦力计算结果珠PLDISP糠,2!楼显示结构变形兵图块(窜保留未变形结臭构的轮廓是)舅PRDISP帽!姿列出结点位移笛值计算结果产ETABLE继,MFOR酬X,SMIS乡C,1!疾建立元素结果能表，杆单元的姻轴向力暑ETABLE偿,SAXL悲,LS,组1!怎建立元素结果粉表，杆单元的泉轴向应力宅ETABLE松,EPEL愉AXL,L滥EPEL,档1!阅建立元素结果饼表，杆单元的洋轴向应变艇PRETAB伯!桐显示单元表资萝料敏PLETAB榆,MFOR肉X!厉用色度图显示架杆件轴力图嚷FINISH巴!写退出后处理模骤块王四角锥平板网膊架模态分析期/PREP7烛!兴进入前处理模拾块与:叔定义模型星ET,1,拨LINK8面!逃定义第一类单勿元为三维杆单讲元激LINK8贩MP,EX屋,1,2膝07E3!健定义第一类材在料弹性模量颗EX老MP,DE爪NS,1,绩7.8e-忆6!霜材料密度科R,1,钻100!遇定义杆件第一宽类实常教数挠—揉—棵截面积，该问软题的长度单位训为毫米饰N,1,唱-20000宝,-200基00,0涛!标定义网架的所耻有结点，单位启为毫米验N,2,渔-12000仪,-200武00,0技尖N,3,秆-4000桃,-2000熊0,0颜N,4,缩4000饿,-2000狭0,0尿N,5,叶12000者,-200箱00,0夏絮N,6,购2000惊0,-20形000,蹦0行N怒,7,-爱16000激,-1500假0,-40冤00退N请,8,-言8000,槽-15000禁,-400环0窗N剧,9,岭0,-15屯000,-猛4000朗N仿,10,帆8000宪,-1500丙0,-40宅00服N起,11,存16000值,-150眯00,-4总000刷N皆,12,隔-20000竞,-100鬼00,0刷羡N欢,13,友-12000现,-100救00,0专化N陆,14,谁-4000掀,-1000烧0,0岂N脂,15,做4000快,-1000杠0,0尺N叙,16,副12000鲁,-100球00,0飞显N混,17,互20000演,-100蜘00,0荣铅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报,20,壤0,-5虽000,-鬼4000咳N犹,21,绩8000塌,-5000属,-400肺0县N糊,22,酿16000搜,-500天0,-40德00色N央,23,创-20000仪,0,饱0慰N或,24,冶-12000痰,0,乒0蓝N航,25,浴-4000欣,0,排0双N五,26,异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,减-16000侄,500菌0,-40适00骡N半,30,抵-8000拌,5000脂,-400戚0它N畏,31,华0,5房000,-抵4000酱N捡,32,境8000先,5000航,-400兼0访N避,33,恰16000厌,500尸0,-40群00界N宽,34,把-20000蚊,100慎00,0砖辽N裂,35,香-12000蝇,100丈00,0覆弟N靠,36,匙-4000龄,1000哈0,0铃N定,37,支4000灰,1000滴0,0跑N遭,38,博12000福,100被00,0铁春N符,39,洪20000于,100敏00,0点寨N朗,40,偶-16000鬼,150建00,-4赖000化N慌,41,舌-8000并,1500尝0,-40创00猫N撑,42,宅0,1悬5000,艰-4000补N搬,43,董8000踩,1500单0,-40迅00洲N设,44,绘16000腿,150拖00,-4歉000上N分,45,府-20000估,200适00,0驰塘N阳,岛46,-1盏2000,查20000忘,0槐N,47尊,-4000荣,200弦00,0撒穗N,48阁,4000缺,200扰00,0丧个N,49悄,1200绪0,20朴000,锅0彼N,50搂,2000净0,20顽000,场0凝E,1,精2!雕定义各个单元恭E,2,请3采E,3,粉4缝E,4,袭5仿E,5,卸6纪E,12裳,13温E,13包,14裤E,14练,15柱E,15穴,16斩E,16险,17亡E,23格,24培E,24孝,25周E准,25,过26腿E传,26,躁27傍E侵,27,兆28挤E个,34,嗓35赤E吧,35,雅36雀E饶,36,踪37舅E猾,37,中38然E宵,38,赚39威E判,45,莲46牙E抗,46,赛47绩E蜡,47,饲48勺E革,48,雕49惯E常,49,警50话E蹲,1,紧12腔E护,2,股13搬E凤,3,霜14游E致,4,呈15店E辨,5,辞16篮E寿,6,蛛17愚E衫,12,泰23辛E芦,13,线24生E罚,14,厦25帽E筑,15,探26稀E德,16,弄27尊E型,17,樱28挂E洲,23,皆34村E轿,24,士35般E戚,25,钳36缩E狮,26,孙37吴E刘,27,购38灶E参,28,少39搭E会,34,置45旋E晕,35,死46来E灵,36,章47皱E冈,37,勾48宪E瘦,38,云49展E范,39,班50鲁E绞,7,恢1浇E腔,8,资2镜E夏,9,烫3浆E者,10,早4派E旬,11,骄5肝E左,18,迷12精E苦,19,末13社E返,20,辆14案E娇,21,鹰15挨E杂,22,镰16隔E喝,29,单23碗E便,30,捉24奇E还,31,威25久E哗,32,李26膨E原,33,绸27槐E香,40,贼34献E保,41,冬35土E皇,42,狂36诉E愧,43,章37含E烘,44,炼38视E读,7,雹2帝E添,8,废3绣E辫,9,雁4渴E打,10,课5缓E焰,11,算6通E漏,18,舞13书E股,19,担14娘E新,20,喂15层E臣,21,敏16悔E慌,22,谣17破E腐,29,盐24焦E购,30,东25骗E贩,31,逐26须E焦,32,枯27终E驶,33,灯28谊E妻,40,太35滥E税,41,丢36作E运,42,臭37搜E去,43,寿38租E掩,44,混39岂E撒,7,抖12有E句,8,习13殃E缘,9,吴14都E范,10,屯15盐E楼,11,馋16砖E笋,18,柔23棍E黄,19,时24木E黄,20,胶25斜E蕉,21,颈26诉E输,22,苹27授E缎,29,凶34愚E李,30,辰35杯E行,31,旺36顺E棕,32,层37蚂E执,33,红38轰E遇,40,拦45荣E烛,41,萌46蹦E追,42,纱47利E套,43,羡48因E作,44,场49燃E境,7,泥13峡E霞,8,众14胳E栗,9,腹15荐E红,10,戚16殿E凳,11,芒17顽E限,18,沃24网E经,19,误25抗E剖,20,的26垄E望,21,谦27竞E注,22,萍28嫌E芳,29,值35盟E遥,30,汤36成E日,31,亭37进E春,32,瓣38垫E镰,33,袋39绕E妄,40,下46后E宪,41,叹47蛮E莫,42,黄48肠E少,43,爆49男E幸,44,绪50交E阴,7,夹8赞E申,8,辫9火E赛,9,客10备E揪,10,比11蠢E除,18,驾19烟E害,19,撒20贺E窜,20,联21碌E贼,21,厨22烟E貌,29,趴30搞E农,30,叶31累E弹,31,唤32医E蒜,32,腹33截E猛,40,尤41时E威,41,竖42援E忆,42,逃43犬E伯,43,揉44侨E匀,7,童18骨E霜,8,健19烈E虏,9,萄20朱E狠,10,纺21渗E厚,11,招22门E参,18,阴29检E恰,19,授30膀E榴,20,绵31爬E妨,21,率32费E序,22玩,33常E,29乐,40臭E,30课,41贞E,31财,42懒E,32骂,43护E,33裁,44做!阅接下来可以利须用命令定义边防界条件击D,1,al直l,0!盘完全固定结仙点隆1拿，鸡6竿，籍4劣5隐和孝50挤D,6,al夸l,0捧D,45,a辞ll,0欣D,50,a让ll,0剩FINISH攻!币退出前处理模可块悠/SOLU钱!运进入求解模块野SOLUTI骨ON讲AnType或,Modal研!时分析类型是模挥态分析趣ModOpt租,LANB,述5!舞模态分析选项嘴：街Block命Lanczo仰s燃方法，崭前防5幼阶振型和频率斥MXPAND冬,5!中展开小前忙5沉阶振型驼SOLVE番!孕开始求解泻FINISH泉!哨退出后模块唇/POST1愈!殖进入后处理模封块狂POST1采SET,1胸,1!¶奖读入第一阶频刘率和振型章PLDISP漆,2!增在图形窗口显师示结构变形晃ANMODE开,10,0.宜05!室用收1嗓0丝帧每处隔结0.0脚5亮秒钟的动画显慎示振型FINISH疮在妻ANSY屿S软如何考虑混凝推土坚我最近在用吊ANSYS统模拟一个简单戴的梁，混凝土腊用深SOLID6受5馒单元，钢筋用烈Link8悉单元（唱1改），采用以下戚命令流定义：亭.....隆.孙et,1,6即5,,,,,古2,,1周et,2,l热ink8咳mp,ex,杯1,2.13住4e4馆mp,nux坏y,1,0.息2趋TB,CON夫C,1忘TBDATA制,,0.3,尊0.5,2.叠45,24.沉5细mp,ex,贫2,1.91赖4e5寻mp,nux贯y,2,0.歼3胸TB,BIS百O,2,1,赏2,使TBTEMP笛,0凝TBDATA址,,662,订0,,,,R,1贪R,2,25洁80/3.植......岔.损大致碰到以下网几个问题：堂（磨1仗）：混凝土的灭几个参数，剪瓦切缩减系数不届知如何取值，秀系数对结果有嘱何影响？瞧（密2窑）：混凝土采嚷用以上定义方捞式是不是就可民以了，需不需候要定义屈服准恋则，以及输入利混凝土的应力棍应变曲线，如工何输入？如以感上定义可以，曾不知道剩ANSYS绸是如何定义混袭凝土的特性的虚，因为我想混栋凝土种类很多榨，就用以上几趴个参数就可以站定义吗？我心蛮里没有谱；赔（息3堂）：采用以上雅定义，我计算岁了一根梁，分疫为考虑混凝土雪压碎和不考虑融混凝土压碎。盆考虑混凝土压应碎时，得出的饶极限荷载比实眠际的要小，但柄混凝土的压应连力不超过抗压辫强度；不考虑鸡混凝土压碎，仙得到的极限荷攻载较为接近实奋际值，但混凝自土的最大压应盲力远远大于其僵抗压强度；并铃且得不到开裂垃破碎图。我就掌不知道，如何绣得到极限荷载差又可以得到开婚裂破碎图？斩1瓦）：分析混凝持土结构，选择瓜合理的材料特室性是建立模型咱的关键，所以除有必要弄清混喇凝土的材料特希性。混凝土是个脆性材料精,剖并具有不同的写拉伸和压缩特祸性。典型混凝宴土的抗拉强度铲只有抗压强度蕉的猾8童％晨-15%宿。在铁ANSYS恰中，对于混凝余土单元，材料刷特性膨ANSYS谎要求输入以下匆数据（为了清凯楚起见，我将霸几个系数均译止为了中文）：给弹性模量、泊啄松比、张开与兴闭合滑移面的达剪切强度缩减熄系数与、抗拉折与抗压强度与沃、极限双轴抗宁压强度、周围轻静水应力状态贞、静水应力状骤态下单轴与双财轴压缩的极限涌抗压强度与、胃断裂发生时刚优度乘子。其中霜，躬1才～首6下是必须输入的巴，门7吨～显11峡要么不输入，额都采用默认值浪，如果输入其所中一个，其他料的都需要输入鞋；另外，与在营0厨～疤1祥之间取值，具泼体如何取值，喂是值得探讨的仪话题，但有一的点是肯定的，朗不能将剪切缩来减系数，取的霉太小，否则，矮就很难不收敛窗，据我体会，蔬分析一个梁的却极限荷载时，仔剪切缩减系数胆的取值影响也蜡不是很大；击2叮）：据我理解采，如果定义：饮TB,con须cer,ma杰t(mat辛是需要定义的离材料号封)还，则混凝土定粉义了破坏准则丝，没有定义屈扶服准则，主要竟是山W-W雹模型。由于混嫌凝土材料的复伙杂性（太随机丈了），很难得木到一个完全适荡合混凝土的屈举服的材料模型弟；红3颜）：如果考虑隐混凝土的压碎竭破坏，有限元逮模型会较早失作效，得不到真裤实极限荷载，召建议在研究钢柔筋混凝土结构健极限荷载时，触关闭混凝土压彩碎能力；材料障模型的选取对冬荷载变形曲线毁路径影响不大祸，即模拟曲线退与真实曲线相撕对应部分吻合蛙较好；不考虑侨混凝土的压碎伙破坏，并不意鸦味着不考虑混伸凝土的抗压能剑力，相反，为阔了得到较准确苦的极限荷载，珍采用受压混凝犹土模型是必需祖的，也只有采栽用受压混凝土痒模型才能得到专整个荷载变形拿曲线；就地震波的输入星和求解踪!京对于地震波的响输入，可以把近荷载记录做成迎文件，利用援apdl肿的读取功能读秩入倒数据库中爸。下面的例子河是自己编的一埋个小文件。修桌改一下可以更呢简洁。有用到致的朋友自己作狂一下把。亏fini缴/confi顺g,nres音,1000出*dim,a在ceX,TA滨BLE,30伐00,1冲*dim,a线ceY,TA驶BLE,30久00,1证*dim,a渗ceZ,TA韵BLE,30逝00,1勒*creat身,ff变*vread瞒,aceX(陵1,1),a践cex,tx垦t,,1俘(逆e16.6)沉割*vread厨,aceX(束1,0),A库CETT,,矿,1岸(敬e17.6)壶医ACEX(0雕,1)=1*end坑/input临,ff算*creat责,ff行*vread鲜,aceY(校1,1),a任cey,tx输t,,1钩(港e16.6)夜做*vread样,aceY(胞1,0),A他CETT,,碑,1进(芝e17.6)寸ACEY(得0,1)=1掏*end家/input标,ff携*creat绒,ff盲*vread塌,aceZ(烈1,1),a块cez,tx跟t,,1狡(歌e16.6)批膊*vread息,aceZ(侦1,0),A币CETT,,然,1厌(老e17.6)面ACEZ(物0,1)=1贸*end搬/input冤,ff板！地震波时程呢记录分成了灶3弓个文件，每个知文件是一列。浸分别记录塔x,y,z伶方向的加速度记。赠acett唐是时间记录。乎这样就可以把蒸加速度记录读财取倒库ansys劣数据库中作为性数组。拒也可以把加速牵度记录做成一坐个文件，这样味程序就简单多埋了。大家可以倘试看看修改一嚼下。下面是计玩算部分语句：/SOLU运ANTYPE弹,trans丛朗！求解其自己准选了覆TM_STA拘RT=0.0叫1廊TM_END政=15.00眯鹰TM_INC画R=0.01趟冻*DO,TM泰,TM_ST券ART,TM熊_END,T损M_INCR附秃TIME,t悠m苍alpha,蔽朽BETAD,口跪ACEL,a丑cex(tm闲),acey风(tm),a匠cez(tm鹅)SOLVE什*ENDDO筒fini塔吊力学分析拼/PREP7枕!练进入前处理模枪块越PREP7眉ET,1,b哲eam4!案定义第一类单读元为空间梁单挺元争BEAM4胳MP,EX,介1,3E5萍!拖定义第一类材耀料的弹性模量定EX谢MP,DEN愉S,1,7.复8e-9!宇定义第一类材晨料的密度题DENS花R,1,77层75,5e6厌,5e6,1蓝00,100采!录定义单元的第谱一类实常数兴:Area,冻Mement洋Inert胸a,Heig壁ht昏N,141,踢650,-6唉50,215劣00!潮定义各个结点丧N,142,顾650,65方0,2150滑0卸N,143,压-650,6础50,215绢00宁N,144,涂-650,-与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滤00救N,148,判-650,-营650,21论600五N,149,滩650,-6欲50,217丛00政N,150,味650,65环0,2170灌0毛N,151,妙-650,6律50,217园00熄N,152,液-650,-雁650,21炎700胜N,153,培650,-6况50,228堤00梅N,154,哑650,65灵0,2280谋0莫N,155,牲-650,6反50,228意00鞠N,156,吃-650,-虏650,22若800偿N,157,店650,-6奏50,239劲00蓬N,158,写650,65翁0,2390汁0骤N,159,授-650,6宁50,239肝00尼N,160,胆-650,-屑650,23光900慕N,161,哑650,-6确50,240狭00喇N,162,缩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额N,165,凑500,-5者00,243昌80毕N,166,湿500,50太0,2438变0烛N,167,励-500,5就00,243朵80志N,168,眉-500,-咬500,24笔380窃N,169,古500,-5所00,256津25洪N,170,篮500,50李0,2562罪5塑N,171,鸦-500,5眠00,256适25重N,172,内-500,-网500,25贷625腊N,173,浆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,决-500,-评500,26恼870诚N,177,碧500,0,烫24380栽N,178,晚0,500,括24380好N,179,态-500,0执,24380义给N,180,量0,-500界,24380习N,181,阅500,0,漂26870流N,182,渠0,500,悲26870闲N,183,猪-500,0缓,26870鲁栗N,184,速0,-500案,26870蠢镰N,185,量0,-500牲,27000祝爽N,186,视0,500,收27000烈N,187,章500,-5栗00,270来00狠N,188,葛500,50限0,2700雁0蜘N,189,劝-500,5粒00,270虹00盒N,190,勒-500,-女500,27蜡000貌N,191,弊458.33明33,-40唐3.3333晶,27853忽.33糕N,192,丝458.33葵33,500视,27911途.67冷N,193,进-458.3陡333,50逢0,2791战1.67阶N,194,闷-458.3计333,-4票03.333槐3,2785的3.33窃N,195,吼416.66松67,-30分6.6667芳,28706踢.67勤N,196,盐416.66袍67,500粒,28823漫.33予N,197,柔-416.6阳667,50炎0,2882提3.33谊N,198,筑-416.6拔667,-3躺06.666纺7,2870敬6.67鼻N,199,锡375,-2纳10,295挖60队N,200,误375,50森0,2973浊5设N,201,挎-375,5饿00,297拖35桐N,202,纵-375,-泽210,29窜560泻N,203,荡333.33什33,-11骂3.3333田,30413预.33船N,204,及333.33同33,500酬,30646敌.67毅N,205,瓜-333.3肢333,50只0,3064现6.67垃N,206,相-333.3望333,-1森13.333沙3,3041肢3.33块N,207,吹291.66钱67,-16访.66666乔,31266及.67惯N,208,虫291.66易67,500抚,31558拨.33裁N,209,慌-291.6锡667,50准0,3155导8.33音N,210,辜-291.6已667,-1爽6.6666午6,3126折6.67旗N,211,篮250,80杠,32120队姻N,212,锐250,50哑0,3247觉0些N,213,共-250,5捆00,324胶70隙N,214,嫂-250,8拦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,还2043,2鉴7850N尾,220,-童390,25形20,270小00N,2避21,390重,2520,蛛27000读N,222,它0,2998绞,27850描N,223透,-390,桌3182,2量7000N晴,224,3回90,318猜2,2700胆0N,22语5,0,33姻98,278粉50N,2马26,-39帅0,3728富,27000预N,227披,390,3倘728,27厦000N,煎228,0,贯4205,2张7850N狂,229,-长390,46拉82,270秃00N,2搅30,390豪,4682,块27000汽N,231,全0,5160满,27850保N,232症,-390,钢5638,2掌7000N政,233,3摆90,563资8,2700除0N,23怒4,0,57默50,278夕50N,2假35,-39床0,5750导,27000盈N,236晌,390,5邪750,27苏000N,邻237,0,宾5862,2救7850N华,238,-淹390,58欠62,270显00N,2忆39,390巷,5862,贯27000奋N,240,野0,6340匙,27850疯N,241彻,-390,湿6817.2遍,27000挽N,242球,390,6凝817.2,嫌27000桌N,243,应0,7295咳,27850尺N,244庆,-390,些7772.4渔,27000用N,245欺,390,7菌772.4,幼27000脊N,246,鼻0,8250锁,27850终N,247猛,-390,丧8727.6找,27000后N,248援,390,8轰727.6,巷27000需N,249,中0,9205积,27850肉N,250帜,-390,残9682.8版,27000薪N,251足,390,9偶682.8,联27000乒N,252,龙0,1016乎0,2785限0N,25泉3,-390踩,10638坝,27000呆N,254单,390,1溪0638,2具7000N径,255,0拔,10750搬,27850键N,256馆,-390,驰10750,等27000禽N,257,郊390,10谎750,27幻000N,展258,0,版10862,撇27850绑N,259,百-390,1盏0862,2糠7000N贷,260,3能90,108反62,270保00N,2暴61,0,1植1340,2据7850N伙,262,-歉390,11岂817.2,冈27000统N,263,送390,11泳817.2,吉27000穷N,264,撕0,1229伞5,2785弟0N,26疑5,-390药,12772督.4,270料00N,2宋66,390攻,12772猫.4,270演00N,2绳67,0私,13250岩,27850涉N,268覆,-390,葡13727.插6,2700筐0N,26丰9,390,益13727.抱6,2700钩0N,27迈0,0,14筐205,27汗850N,轧271,-3柏90,146加82.8,2秩7000N哪,272,3干90,146驶82.8,2胳7000N免,273,0扶,15160扫,27850奇N,274婚,-390,纯15638,梯27000菌N,275,释390,15赵638,27蜻000N,侮276,0,软15750,久27850缺N,277,因-390,1色5750,2川7000N波,278,3院90,157蜻50,270坝00N,2舍79,0,1泳5862,2岛7850N批,280,-亦390,15枣862,27懒000N,牛281,39朵0,1586蓄2,2700作0N,28贼2,0,16使340,27作850N,划283,-3题90,168敬17.2,2护7000N捐,284,3栽90,168举17.2,2雾7000N昼,285,0叫,17295放,27850财N,286蛛,-390,令17772.涝4,2700润0N,28献7,390,菊17772.更4,2700畜0N,28省8,0,18身250,27君850N,浓289,-3洪90,187邻27.6,2何7000N呢,290,3纵90,187尝27.6,2桥7000N情,291,0身,19205泊,27850吴N,292就,-390,朗19682.免8,2700呆0N,29传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属,20638贤,27000席N,297谁,0,207斧50,278辜50N,2赵98,-39科0,2075集0,2700悉0N,29盲9,390,偶20750,志27000悄N,300,吗0,2086篇2,2785泻0N,30林1,-390勿,20862灰,27000军N,302洋,390,2逗0862,2疗7000N死,303,0粉,21340旧,27850辨N,304云,-390,叫21817.缴2,2700颈0N,30历5,390,梦21817.呈2,2700慈0N,30报6,0,22集295,27壶850N,路307,-3蜓90,227厘72.4,2朝7000N混,308,3成90,227赢72.4,2坦7000N涛,309,0猜,23250痒,27850梯N,310志,-390,休23727.狮6,2700扎0N,31叫1,390,员23727.献6,2700峡0N,31镇2,0,24浸205,27呈850N,踩313,-3柴90,246点82.8,2洲7000N啄,314,3突90,246鸡82.8,2遣7000N梢,315,0宁,25160柔,27850麦N,316益,-390,坝25638,倦27000惰N,317,划390,25射638,27罢000N,廊318,0,坟25750,燃27850排N,319,茶-390,2补5750,2盗7000N两,320,3既90,257握50,270需00N,3蜡21,0,2而5862,2由7850N拼,322,-验390,25闸862,27真000N,状323,39牺0,2586蜘2,2700贪0N,32鞋4,0,26甜340,27质850N,娘325,-3荡90,268旷17.2,2伯7000N浆,326,3天90,268辜17.2,2沾7000N斥,327,0盖,27295职,27850桨N,328耀,-390,风27772.策4,2700规0N,32耐9,390,菜27772.馋4,2700油0N,35哈0,408,材-10000家,25000触N,351趴,-408,乱-8500,蓄27000愿N,352,历408,-8救500,27哄000N,缠353,-4秘08,-10验000,27鬼000N,训354,40乌8,-100辅00,270步00N,3晒55,-40招8,-850沫0,2500钓0N,35淋6,408,构-8500,朱25000润N,357,挠-408,-孙10000,疲25000倡E,141,摊145E,摊142,14招6E,14忆3,147壮E,144,绘148E,诉141,14稼2E,14照2,143倦E,143,写144E,稀141,14柱4E,14咱1,143艺E,145,硬149E,涝146,15怎0E,14亿7,151影E,148,只152E,说149,15捷3E,15康0,154恒E,151,泊155E,坟152,15兴6E,15珍3,157权E,154,咽158E,五155,15寒9E,15迁6,160暴E,157,瘦161E,郑158,16抬2E,15镰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贪3,156合E,157,绢160E,陆149,15渔4E,15窄4,157滚E,150,舟155E,密155,15村8E,15挑1,156陡E,156,迫159E,奏152,15泽3E,15杆3,160终E,153,墓155E,明157,15省9E,16歪1,165嗽E,162,热166E,煌163,16牲7E,16决4,168悲E,165,命169E,农166,17套0E,16股7,171净E,168,咳172E,董169,17琴3E,17炎0,174顷E,171,持175E,部172,17早6E,16惊5,177施E,166,概177E,非166,17蒙8E,16子7,178搜E,167,捡179E,忌168,17怪9E,16古8,180份E,165,形180E,狂169,17须0E,17同0,171捉E,171,云172E,清169,17朋2E,17锄3,181涝E,174,著181E,借174,18框2E,17陈5,182盏E,175,吊183E,个176,18犁3E,17瓶6,184追E,173,马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,锤172,18戒0E,16劈9,180雀E,169,欠181E,稳170,18搅1E,17母0,182镰E,171,谱182E,宰171,18唱3E,17适2,183钩E,172,豪184E,保169,18棋4E,18串5,190枕E,185,肌187E,林186,18补9E,18床6,188协E,185,墙194E,顶185,19艰1E,18需6,193黄E,186,子192E,堆187,18氏8E,19饼1,192尖E,195,冲196E,诵199,20旦0E,20兄3,204傅E,207,贴208E,决189,19公0E,19赛3,194葵E,197,岂198E,冒201,20刊2E,20庙5,206辫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厨E,207,碍210E,沸211,21题4E,19向2,193遮E,196,得197E,策200,20闯1E,20架4,205稠E,208,愿209E,杯212,21偶3E,18伙8,191踏E,191,冶196E,脉196,19虏9E,19少9,204次E,204,梳207E,池207,21窜2E,18盟9,194搬E,194,鞋197E,炎197,20想2E,20副2,205戚E,205,办210E,轻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,众193,19吹6E,19束6,201献E,201,菊204E,鼠204,20担9E,20思9,212短E,187,暖191E,纠191,19护5E,19厚5,199辱E,199,属203E,摸203,20定7E,20得7,211块E,188,济192E,尖192,19虏6E,19锄6,200式E,200,辜204E,厅204,20峰8E,20响8,212经E,189,仗193E,命193,19览7E,19秀7,201部E,201,弟205E,牙205,20萄9E,20怀9,213热E,190,危194E,慢194,19丈8E,19勿8,202律E,202,刘206E,吨206,21政0E,21泊0,214威E,211,跪212E,险173,18滴7E,17绳4,188节E,175,餐189E,药176,19弃0E,21鼻5,216岁E,217,谷218E,巴220,22兵1E,22咳3,224勤E,226,的227E,社229,23点0E,23谨2,233嚷E,218,附220E,脱221,22懂3E,22宽7,229霞E,230,贼232E,圣219,22锋2E,22四2,225父E,225,疑228E,评228,23朗1E,23粘1,234酷E,215,播219E,隐217,21堪9E,21欲9,220祝E,220,忘222E,柜222,22视3E,22每3,225束E,225,休226E,扁226,22扛8E,22摊8,229础E,229,块231E,壮231,23盗2E,21可6,219妇E,218,掌219E,促219,22梯1E,22类1,222喷E,222,疮224E,旋224,22值5E,22奋5,227泪E,227,盾228E,攻228,23幅0E,23啊0,231甜E,231,潜233E,疫216,21瓶8E,21效8,221去E,221,须224E,姿224,22殃7E,22昆7,230狱E,230,闹233E,桨215,21语7E,21眯7,220兔E,220,板223E,践223,22罩6E,22室6,229亲E,229,害232E,彩232,23灶5E,23和3,236州E,189,齿215E,窝188,21漏6E,23盒4,237夏E,235,谅238E,撒236,23谎9E,23闸7,240评E,240,透243E,怨243,24测6E,24樱6,249剪E,249,玩252E,乓252,25肃5E,23稍8,241自E,241,睁244E,失244,24查7E,24间7,250臣E,250,乎253E,签253,25深6E,23明9,242奴E,242,你245E,存245,24乒8E,24朵8,251习E,251,呀254E,滑254,25徐7E,23惹7,238者E,238,泰240E,构240,24留1E,24伤1,243陪E,243,轻244E,腿244,24替6E,24泛6,247蜂E,247,裁249E,穗249,25衫0E,25迷0,252畅E,252,和253E,另238,23搁9E,23轰9,241知E,241,臂242E,勉242,24仪4E,24比4,245枯E,245,沟247E,辩247,24屈8E,24移8,250区E,250,军251E,膀251,25泊3E,25苍3,254菌E,237,以239E,柏239,24客0E,24订0,242界E,242,要243E,照243,24乱5E,24某5,246早E,246,袋248E,录248,24灰9E,24顿9,251痒E,251,卵252E,扎252,25院4E,25并5,258既E,256,乱259E,净257,26仗0E,25眼8,261猪E,261,慧264E,齿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,兰265E,呼265,26景8E,26滔8,271费E,271,恼274E,替274,27缸7E,26扣0,263延E,263,子266E,蜘266,26期9E,26肾9,272捎E,272,亭275E,强275,27奶8E,25扒8,259贤E,259,夕261E,骄261,26誉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秆1,273叫E,273,屡274E,宫259,26废0E,26社0,262债E,262,铃263E,泻263,26递5E,26钻5,266晋E,266,拖268E,岸268,26匀9E,26绝9,271位E,271,妄272E,真272,27状4E,27假4,275拍E,258,忙260E,级260,26杰1E,26诊1,263隔E,263,舌264E,供264,26源6E,26搜6,267趋E,267,监269E,助269,27夺0E,27炎0,272在E,272,落273E,厅273,27械5E,27奔6,279布E,277,范280E,情278,28让1E,27安9,282陪E,282,蒜285E,匪285,28忽8E,28滋8,291水E,291,阅294E,冈294,29张7E,28须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,抢296E,却296,29驴9E,27无9,280馋E,280,桑282E,充282,28悦3E,28假3,285滋E,285,边286E,方286,28资8E,28杀8,289骂E,289,物291E,医291,29尚2E,29开2,294叼E,294,蛾295E,旷280,28愿1E,28烫1,283匆E,283,休284E,弦284,28没6E,28缓6,287享E,287,菊289E,排289,29挑0E,29趴0,292级E,292,地293E,炕293,29恼5E,29墓5,296独E,279,双281E,阶281,28谈2E,28碧2,284借E,284,敬285E,滔285,28番7E,28工7,288倡E,288,服290E,墙290,29尾1E,29剂1,293都E,293,居294E,叔294,29笛6E,29骆7,300授E,298,池301E,助299,30摊2E,30鱼0,303混E,303,馆306E,港306,30举9E,30糠9,312咬E,312,繁315E,般315,31位8E,30拆1,304响E,304,茧307E,课307,31岔0E,31使0,313悔E,313,遍316E,乘316,31洒9E,30眼2,305棚E,305,帮308E,怖308,31系1E,31弓1,314设E,314,铃317E,兔317,32伙0E,30吉0,301渣E,301,语303E,烛303,30析4E,30庆4,306赢E,306,玻307E,剪307,30织9E,30洗9,310势E,310,危312E,态312,31银3E,31陶3,315翅E,315,笋316E,墨301,30它2E,30彩2,304铺E,304,习305E,厦305,30叙7E,30脚7,308蜡E,308,偷310E,谷310,31这1E,31建1,313已E,313,纷314E,践314,31铅6E,31日6,317舌E,300,仁302E,忘302,30芹3E,30虹3,305乳E,305,粉306E,脏306,30拣8E,30运8,309狮E,309,昂311E,西311,31客2E,31社2,314秘E,314,徐315E,虚315,31箱7E,31猪8,321碗E,319,爽322E,勒320,32倘3E,32浅1,324残E,324,御327E,肿322,32劝5E,32肆5,328洗E,323,堆326E,晨326,32谦9E,32贡1,322简E,322,芦324E,真324,32锈5E,32接5,327测E,327,舅328E,贱322,32寻3E,32奔3,325招E,325,米326E,四326,32祥8E,32哈8,329碗E,321,谦323E,品323,32纸4E,32嗓4,326委E,326,稳327E,狠327,32智9E,21灶3,282甘E,212,刘282E,将190,35赔1E,18炕7,352携E,351,教353E,现352,35脑4E,35躺5,357乐E,350,怎356E,袄351,35挠5E,35长2,356渔E,353,甘357E,秘350,35过4E,35批1,352惊E,355,愈356E,泰353,35壶4E,35浮0,357熔E,214,浑353E,朋211,35伐4/SOLU!进入求解模块SOLUTIONANTYPE,0!申明求解类型是静力分析d,141,all!固定塔身底部的四个结点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!开始求解/POST1!进入后处理模块POST1SET,1!读入第一个荷载步的计算结果PLDISP,2!在图形窗口显示结构变形/VIEW,1,0.828114222649,0.393772282969,0.398961430984!改变视角/ANG,1,-98.1951938661!旋转模型/REPLOT!重绘模型如何实现ansys倒退功能undo，并添加toolbar模式[分享]如何实现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....中输入：*ABBR,UNDO,undo即可添加undo命令的快捷方式。然后SaveToolbar.这对于喜欢gui方式的朋友可能有些用处。如何将分析中前一次计算结构导入下一部分分析中Q:挖分析中前一次计算结果导入下一部分析中A:如果用dyna计算，有两个可能：1）如果网格需要重划分，将ANSYS/lsdyna的计算结果插值到新网格中后输出到数据文件，再组装到lsdyna的.k文件中。2）如果不需要网格重划分，在用lsdyna计算之前，可用*set_part和*interface_springback_dyna3d将应力应变数据直接输出到dynain文件中，再编辑新的.k数据文件A:我不明白为什么不能在你的新模型的第一载荷步进行重力加载计算，在第二载荷步进行挖掘计算。即使按你所说的那样，分成两个模型，在lsdyna中也可以实现。即先进行重力载荷步计算，然后把计算结果输出到另外一个计算模型中进行挖掘计算。这要求你在进行重力载荷步计算时，生成.K文件后，在此.K文件中加入（假设土体材料号为1），*set_part11*interface_springback_dyna3d1计算结束后，会生成一个dynain文件，该文件中记录了计算终点时的应力分量和等效塑性应变数据。至于土体的变形后的几何模型很容易生成，有几种办法，最简单的办法是利用upgeom命令实现，如UPGEOM,1,LAST,LAST,'test','rst',''。lsdyna中有几种soil材料模型可供选择，如：5soilandcrushable/noncrushablefoam14soilandcrushablefoamwithfailure78soil/concrete79hystereticsoilA:上面还有一点没有说清楚：用upgeom更新模型之后，继续新模型其它部分的建模工作，并生成新模型的.K文件，再加入第一个模型计算生成的dynain文件中的初始应力数据块，就可以进行新模型部分的计算了。A:你不是说为了考虑重力的影响而分成两个载荷步的吗？第一个载荷步只是考虑重力的影响，怎么来了挖掘步呢？看来你把挖掘分为几个载荷步了，当然就出现了你所说的问题。还好，这属于我最初所说的第一种情况，还是有办法的。现在不能利用dynain文件了，只能把尚未去除的单元应力应变信息按dynain文件的格式手工生成一个初应力应变数据文件，也就是你自己的dynain文件，其余按以前的方式同样处理就可以了。如何显示某一截面的应力分析A:做实体有限元分析(应用ansys),后处理时,如何显示某一截面的应力分布(图示)?请求诸位大虾指教!Q:用工作平面切割，先将工作平面（X-Y平面）移到要求的地方，然后进入utilitymenu>plotctrls>style>hidenlineoption>弹出一个对话框，typeofplot后的下拉框中选择section，在cuttingplaneis后的下拉框选择workingplane将ANSYS作为子程序调用将ANSYS作为子程序调用对于优化或参数化设计，可以在VC或FORTRAN中将ANSYS作为子程序调用。具体调用方法如下：在VC中调用ANSYS::WinExec("d:/ANSYS57/BIN/INTEL/ANSYS57-b-pansys_product_feature-iinput_file-ooutput_file",SW_SHOWNORMAL);在FORTRAN中调用ANSYSLOGICAL(4)resultRESULT=SYSTEMQQ('d:\ANSYS57\BIN\INTEL\ANSYS57-b-pansys_product_feature-iinput_file-ooutput_file')说明1和2中，input_file为用APDL语言编写的ANSYS输入文件。ansys_product_feature为你的ANSYS产品特征代码。需要注意的是，在VC中调用ANSYS时，需要加一条判断语句，以确定ANSYS已经执行完毕。在FORTRAN中不需要判断，FORTRAN会等ANSYS执行完毕才继续执行下一条语句。在VC中，我没有找到与FORTRAN类似的函数，只好加一条循环判断语句。判断方法很简单，只需判断错误文件file.err是否可写就可以了。因为当ANSYS在运行时，file.err是不可写的，只有当它运行完毕，此文件才可写。数据文件(假设输出的数据文件名为opt.out):*dim,out1,,2,1out1(1)=dmax!目标函数out1(2)=1-eymax!约束条件1*cfopen,opt,out*vwrite,out1(1),out1(2)(2f10.6)*cfclos在VC中相应的显示数据文件命令为：result=system("notepadopt.out");图形文件（假设ANSYS工作文件名为test,输出jpg图形文件,具体信息请参考命令/show）：/SHOW,JPEGJPEG,QUAL,75,JPEG,ORIENT,HORIZJPEG,COLOR,2JPEG,TMOD,1/GFILE,600,!*plns,uy/SHOW,TERM在VC中相应的显示图形文件命令为：result=system("mspainttest001.jpg");************************************************************************VC调用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，就用不着等待语句，可以实现用FORTRAN调用一样的效果。printf("Solutionfinished...");}怎么还不知道?那个特征表找着没有?ANSYS帮助->ANSYS,INC.LicensingGuide->Licensefiles->WhatareLicensefiles->ProductfeatureTable以第一行为例:ANSYS/MULTIPHYSICSane3flANSYS/MULTIPHYSICS是产品特征名称,ane3fl是与其对应的产品特征代码,把这个代码填到下面的语句中:result=system("d:/ANSYS57/BIN/INTEL/ANSYS57-b-pane3fl-itest.txt-otest.out");VC中的变量与APDL语言中的变量可以进行数据交换,否则怎么实现参数化或优化设计?不过不能直接互换.我采用的办法是,在VC中将变量结果写到一个文件中,然后再在ANSYS的APDL语言文件中读入这个文件的数据,再由ANSYS进行新的计算,计算结束之后,再由后处理处理结果,并将结果数据输出到一个文件中,然后用VC读入此文件中的数据,进行下一步处理.悬臂梁模态分析/PREP7!进入前处理模块PREP7ET,1,BEAM3!定义第一类单元为平面梁单元BEAM3ET,2,MASS21,,,4!定义第二类单元为质量阻尼单元MASS21R,1,0.003,6.25e-7,0.05!定义单元的第一类实常数:Area,Inertia,HeightR,2,0.1!定义单元的第二类实常数:集中质量MP,EX,1,207e9!定义第一类材料的弹性模量EXN,1,0,0!定义各个结点N,2,0.04,0N,3,0.08,0N,4,0.12,0TYPE,1!使用第一类单元REAL,1!使用第一类实常数MAT,1!使用第一类材料E,1,2!按上面设置定义单元E,2,3E,3,4TYPE,2!使用第二类单元REAL,2!使用第二类实常数E,4!定义四号单元(集中质量)FINISH!退出后模块/SOLU!进入求解模块SOLUTIONANTYPE,MODAL!申明求解类型是模态分析MODOPT,LANB,5!使用BlockLanczos方法求解前5阶振型和频率D,1,ALL,0!固定1号结点M,2,UY,4,1!定义2号到4号结点的三个结点的Y方向为主自由度SOLVE!开始求解FINISH!退出后模块/POST1!进入后处理模块POST1SET,1,1!读入第一阶频率和振型PLDISP!在图形窗口显示结构变形ANMODE,10,0.05!用10帧每隔0.05秒钟的动画显示振型接触分析例题例子1是为了获得初始应力，计算可以完成。命令流为：!以便获得初始应力，收敛！！考虑土与岩石之间的摩擦，点面接触fini!考虑土体的相互作用。自由划分网格，局部细化,不收敛！！！！！！！！！！！/cle/filname,diji11/title,地基应力、应变的分布规律/units,si/PREP7!ET,1,PLANE2ET,1,PLANE42KEYOPT,1,3,2KEYOPT,1,5,0KEYOPT,1,6,0MP,EX,1,8e9!岩石性质MP,PRXY,1,0.29MP,DENS,1,2600MP,EX,2,5.0e7!风化槽土体性质?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：!读入初始应力，收敛！！考虑土和混凝土与岩石之间的摩擦，点面接触fini!考虑土体和混凝土之间的相互作用。不收敛！！！！！！！！！！！/cle/filname,diji/title,地基应力、应变的分布规律/units,si/PREP7ET,1,PLANE42KEYOPT,1,3,2KEYOPT,1,5,0KEYOPT,1,6,0MP,EX,1,8e9!岩石性质MP,PRXY,1,0.29MP,DENS,1,2600MP,EX,2,5.0e7!风化槽土体性质?MP,PRXY,2,0.25TB,dp,2TBDATA,1,15e3,20,0MP,DENS,2,2000MP,EX,3,2.55e10!混凝土性质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