Abaqus常見(jiàn)的錯(cuò)誤.doc

Abaqus常見(jiàn)的錯(cuò)誤和解決方法 Fixed time is too large Too many attamps have been made THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE ISJUDGED UNLIKELY. Time increment required is less than the minimum specified這樣的信息幾乎是無(wú)用信息（除了告訴你的模型分析失敗以外，沒(méi)有告訴你任何有用的東西）。宜再查找別的信息來(lái)考察。根據(jù)經(jīng)驗(yàn)，改小增量步也不一定能收斂，雖然也有人報(bào)告過(guò)改好的先例，我是從來(lái)沒(méi)有遇到過(guò)，也從來(lái)沒(méi)有那個(gè)奢望。所以我一般從模型的設(shè)置入手。 必須說(shuō)明的是：Error和warning的性質(zhì)是完全不同的。Error意味著運(yùn)算失敗，but出現(xiàn)warning可能還能算，而且有些運(yùn)算必定會(huì)出現(xiàn)warning（比如接觸分析必定出“負(fù)特征值”，下有詳述）。很多警告只是通知性質(zhì)的，或者只是說(shuō)明一下而已，不一定都是模型有問(wèn)題。比如以下warning完全可以忽略： xxxxx will （not） printed，這種只是通知你一聲，某些玩意兒不輸出了。還有： The parameter frequency cannot be used with the parameter field. It will be ignored（都說(shuō)某某被ignored了）.A系列 如果模型能算，且結(jié)果合理，那么大部分警告信息可以不管。但是以下除外： 1 numericalsigularity(數(shù)值奇異)：剛體位移（欠約束） solver problem. numericalsigularity when processing node105 instance pile D.O.F. 1ratio=1.735e13 2 Zero pivot（零主元）： 過(guò)約束或者欠約束。 這2個(gè)問(wèn)題一般都意味著模型約束存在問(wèn)題。1）、2）都會(huì)伴隨著產(chǎn)生大量負(fù)特征值。解決方案當(dāng)然第一步是檢查約束了。B系列 有一些直接導(dǎo)致計(jì)算aborted，那就得仔細(xì)分析了，比如：1 xxxxx is not a valid in ABAQUS/Standard(告訴你這種計(jì)算standard不支持了，換別的)2 missing property 在perperty步檢查材料屬性是不是都加上了。如果有梁?jiǎn)卧?，看看梁法向定義對(duì)了沒(méi)有。3 Detected lock file Job-1.lck. Please confirm that no other applications are attempting to write to the output database associated with this job before removing the lock file and resubmitting. 刪除.lck文件就可以了，它是一個(gè)自動(dòng)生成的文件。你也可以另存為（另取名），再運(yùn)算。4 The rigid part xx is missing a refernce point 剛體（or剛體約束）都必須通過(guò)stools-reference point給它定義一個(gè)參考點(diǎn)（RP），載荷都加在這個(gè)RP上。5 The area of 54 elements is zero, small, or negative. Check coordinates or node numbering, or modify the mesh seed. The elements 8have been identified in element set ErrElemAreaSmallNegZero 這個(gè)一般是節(jié)點(diǎn)編號(hào)不對(duì)的問(wèn)題。必須是逆時(shí)針?lè)较颉? The value of 256 MB that has been specified for standard_memory is too small to run the analysis and must be increased. The minimum possible value for standard_memory is 470 MB7 HM to ABA的問(wèn)題：集合和面的幾何的名稱(chēng)最好不要用特殊符號(hào)和數(shù)值（特別是從hm轉(zhuǎn)過(guò)來(lái)），全部用英文字母是最安全的。8 令很多人抓狂的error code 5 1）使用了子程序, 子程序有問(wèn)題, (例如數(shù)組定義跟實(shí)際賦值不一致,這個(gè)我也遇到過(guò)) 2 ）模型有問(wèn)題, 通常模型很大,很復(fù)雜(這個(gè)我沒(méi)遇到過(guò)) Please make sure that the mesh density of the slave surface in the tie pair( mbly_pickedset37_cns_,assembly_pickedsurf36) is finer than the master surface. The analysis may run slower, may yield inaccurate results, and may require more memory if this is not the case 3 ）硬盤(pán)沒(méi)空間了(這個(gè)其實(shí)不會(huì)引起error code 5,但是出錯(cuò)是肯定的了), 或者是內(nèi)存太小.或者產(chǎn)生的文件太大. 4 ）關(guān)閉殺毒軟件試試（特別是卡巴） 5） 有人認(rèn)為邊界條件不正確,也會(huì)引起這個(gè)錯(cuò)誤. 9 system error code 29539 關(guān)閉殺毒軟件and try。10 *ERROR: Issue cannot be deleted Not all data Released 在windows中，單擊“控制面板”“系統(tǒng)”“高級(jí)” “性能設(shè)置”“數(shù)據(jù)執(zhí)行保護(hù)”命令， 把pre.exe和standard.exe添加進(jìn)去。重起動(dòng)后嘗試 11 Surfaces associated with analytical rigid part MANDREL may have their orientation flipped 剛體相連的接觸面方向定義反了，在接觸定義的地方editflip12 CONTACT PAIR (ASSEMBLY_BLANKBOT,ASSEMBLY_TIE-1_DIEDURF) NODE BLANK-1.5 ISOVERCLOSED BY 0.0512228 WHICH IS TOO SEVERE 這往往是因?yàn)榻佑|面的法線方向定義反了。定義剛體和shell的surface時(shí)，要注意選擇外側(cè)13 123456 elements are distorted。Excessive distortion of element number 5 of instance PART-1-1 如果有子程序，一般不是材料設(shè)置有問(wèn)題，就是邊界條件的問(wèn)題14 XML parsing failure for job 1.Shutting down socket and terminating all further messages.Please check the .log, .dat, .sta, or .msg files for information about the status of the job. /viewthrea . 26amp;typeid=6815 The number of history output requests in this ABAQUS analysis (5000) may cause SIGNIFICANT performance problems during analysis and postprocessing 輸出項(xiàng)太多，恐硬件資源不夠。要是你確保硬件夠，這條也不怕了。一般的，應(yīng)該減少History中的輸出項(xiàng)，盡量輸出你最感興趣的內(nèi)容。16 Value for parameter nset will be truncated to 80 characters nset名字取太長(zhǎng)了，80字符限制17 compilation - ifort.exe 問(wèn)題 Problem during compilation - ifort.exe not found in PATH. 安裝的時(shí)候沒(méi)有裝好或是二次開(kāi)發(fā)版本沖突。檢查環(huán)境變量的設(shè)置；然后 verify一下，看看是子程序功能否能通過(guò)？C系列 如上所說(shuō)，有很多warning并一定意味著你的模型存在問(wèn)題。常被問(wèn)起的有：1負(fù)特征值問(wèn)題 THE SYSTEM MATRIX HAS 8 NEGATIVE EIGENVALUES. 負(fù)特征值是非線性分析的必然產(chǎn)物。所以不必大驚小怪，甚至久而久之，對(duì)于你熟悉的問(wèn)題，你都會(huì)視而不見(jiàn)了。若出了問(wèn)題，可先檢查下有沒(méi)有伴隨的 numericalsigularity(數(shù)值奇異）和 Zero pivot（零主元）產(chǎn)生。如果沒(méi)有，可以參考這幾個(gè)方面： 1）.剛體位移 2）.單元異常，過(guò)度變形、過(guò)度扭曲等 3）.應(yīng)力應(yīng)變關(guān)系有負(fù)斜率 4）如果有流體的話，在容器發(fā)生形變的話，也可能出現(xiàn)negative eigenvalue 的情況，不過(guò)不會(huì)出現(xiàn)警告，這是被允許的 5）失穩(wěn)發(fā)生2 The ratio of deformation speed to wave speed exceeds 1.0000 這個(gè)警告是指單元形變速度V（單元最大形變率/特征尺寸）和膨脹波速C （通過(guò)材料本構(gòu)關(guān)系求得）的比例超過(guò)1。 解決這個(gè)問(wèn)題的方案有以下幾種: （1）檢查單位是否封閉（參數(shù)設(shè)置有數(shù)量級(jí)的錯(cuò)誤），此錯(cuò)誤新手常犯； (2) 檢查網(wǎng)格質(zhì)量 ； (3) 檢查加載速度,如果條件允許的話就降低速度,該方法也很有效,但在很多 情況下無(wú)法降低速度； (4) 調(diào)整STEP中的TIME SCALING FACTOR；調(diào)整STEP中的 MASS SCALING FACTOR； （5) 加*SECTION CONTROLS，NAME=SC，DISTORTION CONTROL， LENGTH RATION=0.1 或者YES也可以，加在MATERIAL 前面；或加* DIAGNOSTICS， DEFORMATION SPEED CHECK=OFF； 或者加*DIAGNOSTICS， CUTOFF RATIO=RATIO（具體數(shù)值),在其他 方法修改后還有問(wèn)題的的情況下使用增加 關(guān)鍵字的方法見(jiàn)/thread-862510-1-1.html（17樓） 3 zero force/ZERO MOMENT問(wèn)題 THERE IS ZERO MOMENT EVERYWHERE IN THE MODEL BASED ON THE DEFAULT CRITERION. PLEASE CHECK THE VALUE OF THE AVERAGE MOMENT DURING THE CURRENT ITERATION TO VERIFY THAT THE MOMENT IS SMALL ENOUGH TO BE TREATED AS ZERO. IF NOT, PLEASE USE THE SOLUTION CONTROLS TO RESET THE CRITERION FOR ZERO MOMENT. 這個(gè)警告是告訴你模型中沒(méi)有彎矩，沒(méi)問(wèn)題的，可以繼續(xù)計(jì)算。 如果提示中出現(xiàn)特征值奇異的時(shí)候才是計(jì)算有可能出現(xiàn)不收斂的問(wèn)題。4 Degree of freedom 4 is not active in this model and can not be restrained 有限元軟件計(jì)算對(duì)于實(shí)體步考慮轉(zhuǎn)動(dòng)自由度，所以你在邊界條件中限制了456的自由度后，軟件會(huì)忽略的啊.5 The option *boundary,type=displacement has been used; check status file between steps for warnings on any jumps prescribed across the steps in displacement values of translational dof. For rotational dof make sure that there are no such jumps.All jumps in displacements across steps are ignored. 你采用了位移邊界條件，但在平動(dòng)自由度上，可能在不同的分析步驟里面有突變（你可以從sta文件里面查看）， 并且應(yīng)保證轉(zhuǎn)動(dòng)自由度無(wú)突變。通知性質(zhì)的warning，一般是因?yàn)槟悴捎梦灰萍虞d方式，都出這個(gè)。6 The strain increment has exceeded fifty times the strain to cause first yield at 377 points 檢查下約束夠不夠，約束夠了就不用管了，這只是通知你，你的模型塑性應(yīng)變很大，一般沒(méi)多大問(wèn)題。7 123 nodes are used more than once as a slave node in *TIE keyword.One of the *TIE constraints at each of these nodes have been identified in node set WarNodeOverconTieSlave 定義接觸的時(shí)候，公共節(jié)點(diǎn)重復(fù)定義了好幾次，這樣可能會(huì)出現(xiàn)過(guò)約束問(wèn)題（只是可能影響）.8 There are 2 unconnected regions in the model. 可能是接觸面由空隙，最好在接觸屬性中定義一個(gè)容差范圍。一般各個(gè)parts之間定義接觸，aba都會(huì)這樣通知用戶的，只要接觸設(shè)置對(duì)了，一般沒(méi)事。9 Boundary conditions are specified on inactive dof of 124 nodes. The nodes have been identified in node set WarnNodeBCIactiveDof 邊界條件定義的有問(wèn)題：在124個(gè)節(jié)點(diǎn)的非自由度上有邊界加載10 The plasticity/creep/connector friction algorithm did not converg 一般是塑性應(yīng)變太大，單元扭曲導(dǎo)致的。可以先改為彈性模型看看是否收斂； 11 The ratio of the maximum incremental adjustment to the average characteristic length is 1.82846e-02 at node 10868 instance jiti1 on the surface pair (assembly_jq22,assembly_q22). 可以通過(guò)調(diào)大預(yù)設(shè)值消除該提示and檢查網(wǎng)格質(zhì)量。12 ELEMENT 42 INSTANCE SOIL3-1 IS DISTORTING SO MUCH THAT IT TURNS 應(yīng)改進(jìn)單元質(zhì)量13 650 nodes are either missing intersection with their respective master surface or outside the adjust zone. 改改tie里的tolarance試試14 Dependent part instances cannot be edited or assigned mesh attributes 模型樹(shù)assembly打擊part 右鍵make independent。也可以到模型樹(shù)part步展開(kāi)點(diǎn)mesh。15 The aspet ratio for nnn elements exceeds 100 to 1. 單元?jiǎng)澐志W(wǎng)格長(zhǎng)寬比不合適。如果這些單元在不重要的區(qū)域（對(duì)結(jié)果肯定有些影響， 影響大小取決于這三個(gè)單元的位置，在模型中的作用等），而且能計(jì)算，那就沒(méi)問(wèn)題了16 123elements are distorted 存在單元扭曲，如果這些單元在不重要的區(qū)域（對(duì)結(jié)果肯定有些影響， 影響大小取決于這三個(gè)單元的位置，在模型中的作用等），而且能計(jì)算，那就沒(méi)問(wèn)題了（同15）17 *WARNING: DEGREE OF FREEDOM 1 IS NOT ACTIVE ON NODE 6 - THIS BOUNDARY CONDITION IS IGNORED 約束了單元沒(méi)有得自由度對(duì)求解沒(méi)有影響，可以查看下18 熱分析時(shí)出現(xiàn)了這樣的警告“THERE IS ZERO HEAT FLUX EVERYWHERE There is zero HEAT FLUX everywhere in the model based on the default criterion. please check the value of the averageHEAT FLUX during the current iteration to verify that the HEAT FLUX is small enough to be treated as zero. if not, please use the solution controls to reset the criterion for zero HEAT FLUX. 試試： （1）是不是熱源定義的問(wèn)題，錯(cuò)誤信息是說(shuō)熱源量幾乎為零。 （2）定義熱源的子程序調(diào)用命令流應(yīng)該為*HEAT GENERATION，在材料模塊中定義，子程序?yàn)镠ETVAL。19 The elements in the element set WarnElemSurfaceIntersect-Step1 are involved surface intersections. Refer to the status and message file for further details 檢查一下你單元集合的定義以及面的定義，看是否出現(xiàn)了相交或重復(fù)定義的情況20 Boundary conditions are specified on inactive dof of 36 nodes. The nodes have been identified in node set WarnNodeBCInactiveDof. 21 Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option 這個(gè)僅是通知性質(zhì)的（在interaction步設(shè)置為rigid body，不輸出應(yīng)力應(yīng)變），你在interaction步定義了剛體約束的話，都會(huì)出這個(gè)警告。 22 For a self contact surface, the facets of the elements in element set WarnElemFacetThickPt63d-Step1 are thicker than 0.6 times an edge or diagonal length of the facets. Use the MAXRATIO parameter on *SURFACE DEFINITION to allow automatic rescaling of the contact thicknesses where necessary for this surface. Refer to the status file for further details. 23 NO VALID RADIATION OUTPUT REQUESTS HAVE BEEN GENERATED. THIS MAY BE DUE TO EARLIER INPUT ERRORS OR SPECIFICATION OF A NONEXISTANT CAVITY OR SURFACE NAME 檢查一下你的output設(shè)定裡是不是有些set或surface沒(méi)有設(shè)定到24 123nodes may have incorrect normal definitions. The nodes have been identified in node set WarnNodeIncorrectNormal。 先用看看WarnNodeIncorrectNormal在哪兒。這個(gè)不一定是致命的警告，有時(shí)候可以忽略。如果模型不收斂，可以檢查下是否有過(guò)約束， 在接觸上存在邊界條件or加載。D系列1上文已經(jīng)說(shuō)過(guò)，類(lèi)似于- ERROR:Too many attamps have been made Too many attam