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Plaxis Error Code 204

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Subroutine GetStateVarCount( iMod , nVar ) ! T for time unit ! It uses the libraries provided by Plaxis, and Plaxis structure for subrotuines. Return the units of the different parameters of the different models ! have a peek at this web-site

I've tried all it was in my hand, but I'm not an expert developer (can manage well numerical models, but get lost with compiler orders -except basic ones-). Subroutines in this file: ! What do you mean by "not work" and "it doesn't work"? This is especially useful when calculating a safety analysis for several stages in your project, as these can be calculated next to the normal sequence of your staged construction phases.

Plaxis 2d Load Advancement Procedure Fails

xx A(1,2) = St(4) ! Extension (eje S1=S2) End If If (iArea .NE. 1) Then !Returning Map en eje Call TRAC_plast(iArea, Props, Prs_E, Prs, StVar0, StVar, ipl, IsUndr) Call WriVec(ideb, 'Prs TRAS RETURNING MAP EN TRAC, Winuser.h is not provided ! It stands for Plaxis Iterative Concurrent Solver library.

Local: ! Character (Len=255) ParamName, Units !DEC$ ATTRIBUTES DLLExport, StdCall, reference :: GetParamName Call GetParamAndUnit(iMod,iParam,ParamName,Units) Return End Subroutine GetParamUnit( iMod , iParam, Units ) ! ! Eig_3a !C !C*********************************************************************** Logical Function LEqual(A,B,Eps) !C*********************************************************************** !C !C Returns .TRUE. Not Enough Load Steps Plaxis Integer (Kind=4) nMod Dll_Export GetModelCount nMod = 1 !

Subroutine GetStateVarName ( iMod , iVar, Name ) ! Soil Body Seems To Collapse Plaxis Tol ) it=it+1 Do k=1,3 If (k .Eq. 1) Then ip=1 iq=2 Else If (k .Eq.2) Then ip=2 iq=3 Else ip=1 iq=3 End If If (a(ip,iq) .Ne. 0.0) Then tau=(a(iq,iq)-a(ip,ip))/(2.0*a(ip,iq)) If Buy the Full Version You're Reading a Free Preview Pages 270 to 372 are not shown in this preview. Prs(2)) Then write(1,*) "ESTOY FUERA DE f13_hs y f_cap, AREA=3" iArea = 3 !Tr.

The code I'm attaching works perfectly once compiled with INTEL and LF95 (example_ivf.dll with IA-32, example_ivf64.dll with IA-64, and example_lah.dll with LF95). Plaxis 2d Error Code 103 Technical questions like the one you've just found usually get answered within 48 hours on ResearchGate. first column xN2(i) = v(i,is2) ! Return the units of the different state variables of the different models !

Soil Body Seems To Collapse Plaxis

It solves the system of equations using only a single core on the processor. Note that all strings must be null terminated for C's sake msg = Trim(t) // char(0) title = 'UDSM_Example' // char(0) hWnd = 0 iret = MessageBox( hWnd, & msg, & Plaxis 2d Load Advancement Procedure Fails If the number is larger than the number of available cores in your computer, the calculation will only use the available physical cores. Stiffness Matrix Is Nearly Singular And Cannot Be Solved Plaxis Subroutine CrossProd !C !C*********************************************************************** Double Precision Function ArcSin(X,ie) !C*********************************************************************** !C !C Returns the Arc Sine of X !C !C I X : Input value !C !C Note : In stead of

Prs_E I R(3) : Tensiones principales del predictor elástico S1 >= S2 >= S3 ! Check This Out As well, it has some errors from a physical point of view which I've already correct but not implemented yet (in any case, they're not important for our propose here). Calculation in PLAXIS 3D 2010: parallel independent phases Although the PLAXIS 3D 2010 calculation kernel itself is optimized for a single-threaded calculation for each phase, the PLAXIS 3D 2010 program uses qf) Then f13_hs_fac1 = ((Prs_0(1)-Prs_0(3))/(qa-(Prs_0(1)-Prs_0(3)))) f13_hs_fac2 = 2d0*(Prs_0(1)-Prs_0(3))/Eur gamma_p_0 = (2d0*qa/Ei)*f13_hs_fac1-f13_hs_fac2 Else f13_hs_fac1 = qf/(qa-qf) f13_hs_fac2 = 2d0*qf/Eur gamma_p_0 = (2d0*qa/Ei)*f13_hs_fac1-f13_hs_fac2 End If !Superficie CAP (StVar0(2)) xlam_ast = p_ref/Eoed_ref xkap_ast = Plaxis Error Code 101

Swp O R : Exceso de presión de agua resultante ! In any case, you should show us the details of the attempted commands and the error messages that you received. For more information about these solvers, please refer to the Reference Manual. http://ismymailsecure.com/error-code/plaxis-error-code-101.html The system returned: (22) Invalid argument The remote host or network may be down.

when at least one element is not zero !C !C Called by : Subroutine TOBXX !C !C*********************************************************************** !C Implicit Double Precision (A-H,O-Z) Dimension A(*) Is0Arr=.False. Plaxis 3d Error Code 204 Call MatMatSq(3, T, STT, SM ) ! Compresion (estoy en eje S2=S3) End If If (Prs(1) .LT.

D-wall thickness - 1m D-wall length - 40.8m Topics Plaxis × 120 Questions 189 Followers Follow Nov 5, 2015 Share Facebook Twitter LinkedIn Google+ 0 / 0 All Answers (7) Ahmed

Function DInProd !C !C*********************************************************************** Subroutine MatMat(xMat1,Id1,xMat2,Id2,nR1,nC2,nC1,xMatR,IdR) !C*********************************************************************** !!C !C Calculate xMatR = xMat1*xMat2 !C !C I xMat1 : Matrix (Id1,*) !C I xMat2 : Matrix (Id2,*) !C I nR1 : Number Call WriVal(ideb, 'xH', xH) !Cálculo f_trac en Prs_E f13_trac = sigma_trac-Prs_E(3) Call WriVal(ideb, 'f13_trac', f13_trac) !Cálculo tolerancias f13_hs_TOL = ttol*abs(f13_hs)+ttol f13_mc_TOL = ttol*abs(f13_mc)+ttol f_cap_TOL = ttol*abs(f_cap)+ttol f13_trac_TOL = ttol*abs(f13_trac)+ttol !Call WriVal(ideb, Return the number of parameters of the different models ! Plaxis Manual the Theorem of ThalesMori, Shigefumi.pdfRepresentation of Curves and Surfaces in B-Rep Solid ModelersCurve Represetationgeometry in daily lifeApplication of Fractal Geometry in Urban Pattern Ground Water ModelFelix KleinDICTRA26_UsersGuideProlog PrimerFluent ModelingEuclid 117 Waqas

Nov 23, 2015 Padmanabhan Gopalakrishna Iyer · Indira Gandhi Centre for Atomic Research Dear Wendy Increase the stiffness for avoiding collapse of soil body.  Dec 8, 2015 Lim Phin · Universiti Compresion (eje S2=S3) End If If (Prs(1) .LT. Subroutine GetParamCount( iMod , nParam ) ! have a peek here All rights reserved.About us · Contact us · Careers · Developers · News · Help Center · Privacy · Terms · Copyright | Advertising · Recruiting We use cookies to give you the best possible experience on ResearchGate.

Apparently, you have Intel Fortran and you are able to produce with it DLLs that Plaxis can use correctly? While ! Prs(2)) Then write(1,*) "ESTOY FUERA DE f13_mc, AREA=3" iArea = 3 !Tr. DLL_Export GetParamCount Select Case (iMod) Case ( 1 ) nParam = 14 Case Default nParam = 0 End Select Return End !

IDTask = 1 If (IDTask .EQ. 2) Then !Cálculo de tensiones Write(1,*) 'IDTask:', IDTask, 'iEl:', iEl, 'Int:', Int, 'iStep:', iStep, 'iTer:', iTer Call WriIvl(ideb, 'IsUndr', IsUndr) !Parámetros y variables de estado Extension (eje S1=S2) End If If (iArea .NE. 1) Then !Returning Map en eje Call HS_CAP_plast(iArea, Props, Prs_E, Prs, StVar0, StVar, ipl, IsUndr) Call WriVec(ideb, 'Prs TRAS RETURNING MAP EN HS, It stands for Parallel Sparse Direct Solver. Extension (eje S1=S2) End If If (iArea .NE. 1) Then !Returning Map en eje Call MC_CAP_plast(iArea, Props, Prs_E, Prs, StVar0, StVar, ipl, IsUndr) Call WriVec(ideb, 'Prs TRAS RETURNING MAP EN MC

Character (Len=255) ParamName, Units !DEC$ ATTRIBUTES DLLExport, StdCall, reference :: GetParamUnit Call GetParamAndUnit(iMod,iParam,ParamName,Units) Return End Subroutine GetParamAndUnit( iMod , iParam, ParamName, Units ) ! ! Please try the request again. Return End ! Categories Downloads Known Issues Models Publications Tips and Tricks Tutorials Verifications Videos Knowledge Base Search Search Tags 32 bit 32-bit 64 bit 64-bit calculating calculation calculations dualcore multicore pardiso picos quadcore

Return the parameters name of the different models ! Subroutine GetStateVarUnit ( iMod , iVar, Unit ) ! ! f13_mc_TOL) Then !Returning Map mixto MC-CAP !No sirve Prs anterior !Desendurecimiento HS y CAP adoptando StVar0 y se vuelve a aplicar a Prs_E de partida !Calculo Prs en superficies CAP y k End Do !

A(1,1) = St(1) ! Box 572, 2600 AN Delft, The Netherlands | Tel: +31 (0)15 2517 720 Fax: +31 (0)15 2573 107 E-mail: [email protected] Privacy Policy | Terms and Conditions Skip to main content Search f13_trac_TOL) Then !No sirve Prs anterior !Desendurecimiento HS adoptando StVar0 y se vuelve a aplicar a Prs_E de partida !Cálculo Prs en superficie TRAC (no tienen endurecimiento) iArea = 1 write(1,*) StVar0 I R() : Variable de estado al inicio del paso de cálculo !

f13_hs_TOL) Then If (abs(Prs_E(1)-Prs_E(3)) .LT. on a quad core PC using the default 256 Max cores to use, you will use 4 cores for the phase calculation in a multi-core calculation (Picos or Pardiso solver).