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Plaxis Error Code 204

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Wim Bomhof 15/11/'01 ! ! Subroutine GetParamAndUnit( iMod , iParam, ParamName, Units ) ! If (S .Lt. -1E-10) Ie=1 ! In any case, you should show us the details of the attempted commands and the error messages that you received. http://bsdupdates.com/error-code/plaxis-error-code-101.php

The soil has high stiffness and strength parameters. 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 GetModelName Subroutine GetParamCount( iMod , nParam ) ! ! Extension (estoy en eje S1=S2) End If If (iArea .NE. 1) Then !Returning Map en eje Call HS_TRAC_plast(iArea, Props, Prs_E, Prs, StVar0, StVar, ipl, IsUndr) Call WriVec(ideb, 'Prs TRAS RETURNING MAP get redirected here

Plaxis 2d Load Advancement Procedure Fails

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,*) 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, If the number is larger than the number of available cores in your computer, the calculation will only use the available physical cores. Set V to unity matrix V(1,1) = 1 V(2,1) = 0 V(3,1) = 0 V(1,2) = 0 V(2,2) = 1 V(3,2) = 0 V(1,3) = 0 V(2,3) = 0 V(3,3) =

Thank you very much. MatinvPiv !C*********************************************************************** Subroutine PrnSig(IOpt,S,xN1,xN2,xN3,S1,S2,S3,P,Q) Implicit Double Precision (A-H,O-Z) Dimension S(*),xN1(*),xN2(*),xN3(*) If (iOpt.Eq.1) Then Call Eig_3(0,S,xN1,xN2,xN3,S1,S2,S3,P,Q) ! Character (Len=255) ParamName, Units, tName Select Case (iMod) Case (1) ! Not Enough Load Steps Plaxis Read our cookies policy to learn more.OkorDiscover by subject areaRecruit researchersJoin for freeLog in EmailPasswordForgot password?Keep me logged inor log in with ResearchGate is the professional network for scientists and researchers.

Do I=1,N If ( A(I) .Ne. 0 ) Return End Do Is0Arr=.True. nErr=nErr+1 dbg_name=PrjDir(:iPrjLen)//'udsmex'//char(48+nErr) If (nErr.Lt.10) Goto 1 End If Open(Unit= 1, File=Dbg_Name, blocksize=4096) Write(1,*)'File 1 opened' iounit = 1 ! When you limit the number of cores per phase to one [1] or you use the Classical solver, you will get the same behaviour as in PLAXIS 3D 2010: a single have a peek here Y I R : Posición Y del punto de integración !

I'm copying below the code of this one. Plaxis 2d Error Code 103 Compresion (eje S2=S3) End If If (Prs(1) .LT. xx A(1,2) = St(4) ! Integer (Kind=4) nMod !DEC$ ATTRIBUTES DLLExport, StdCall, reference :: GetModelCount nMod = 1 !

Soil Body Seems To Collapse Plaxis

While using very fine mesh, the soil collapsed in unload-reloading stage at relative low load as well. https://www.researchgate.net/post/How_do_I_solve_soil_body_collapse_on_Plaxis_2D_model_during_calculation Subroutine CarSig !C********************************************************************** subroutine setveclen(xn,n,xl) !C********************************************************************** Implicit Double Precision (A-H,O-Z) Dimension xN(*) x=0 do i=1,n x=x+xn(i)**2 end do if (x.Ne.0) Then f=xl/sqrt(x) do i=1,3 xn(i)=xn(i)*f end do end if return end Plaxis 2d Load Advancement Procedure Fails When there is not enough memory available to use the Pardiso solver, or this element limit has been reached, it will switch to the Picos solver in PLAXIS 3D2011.01: The Pardiso Stiffness Matrix Is Nearly Singular And Cannot Be Solved Plaxis zy = yz A(3,3) = St(3) !

Subroutine GetModelCount(nMod) ! ! Check This Out Character (Len=255) Name, Unit, tName Select Case (iMod) Case (1) Select Case (iVar) Case (1) Name = 'gamma_p' ; Unit = '-' Case (2) Name = 'p_p' ; Unit = 'F/L^2#' zx = xz A(3,2) = St(5) ! xy = yx A(1,3) = St(6) ! Plaxis Error Code 101

Technical questions like the one you've just found usually get answered within 48 hours on ResearchGate. Maximum model number (iMod) in current DLL Return End ! Mon, 12/28/2015 - 12:52 The problem is that I don't know how to "translate" the make file (and some lines in the code) from LF95 to Intel. Source Subroutine GetParamName ( iMod , iParam, ParamName ) !

Abs(A(iPiv,i)) ) iPiv=j End Do If (iPiv.Ne.i) Then Do j=1,n x = A( i ,j) A( i ,j) = A(iPiv,j) A(iPiv,j) = x x = B( i ,j) B( i ,j) Plaxis 3d Error Code 204 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. Return the parameters name and units of the different models ! !

GetParamAndUnit Subroutine GetStateVarCount( iMod , nVar ) ! !

f_cap_TOL) Then !Calculo Prs en superficie CAP y endurezco p_p write(1,*) "ESTOY FUERA DE f_cap" Call CAP_plast(Props, Prs_E, Prs, StVar0, StVar, ipl, IsUndr) !Compruebo que las nuevas tensiones Prs no superan f13_hs_TOL) Then If (abs(Prs_E(1)-Prs_E(3)) .LT. Providing hinge support initially..preventing lateral movement..worked out for me.. Plaxis Manual 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

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). Return the maximum model number (iMod) in this DLL ! Wendy Wai Kyaw Nanyang Technological University How do I solve soil body collapse on Plaxis 2D model during calculation? have a peek here Derived invariants P = (S1+S2+S3)/3 Q = Sqrt( ( (S1-S2)**2 + (S2-S3)**2 + (S3-S1)**2 ) / 2 ) !

activate with Intel IA-32/64 !DLL_Export User_Mod !activate with LF95 ! I've implemented Fortran Code within Plaxis environtment (User Soil Defined Model). To create the necessaries dynamic libraries .dll, I've been using Intel Fortran Compiler (32/64) and LF95. Plaxis is a big commercial package and I am not going to be able to do anything that requires having Plaxis or Delphi. It uses the libraries provided by Plaxis, and Plaxis structure for subrotuines.

Call WriIvl(-1, 'IDTask end',IDTask ) Return End ! iAbort O I : =1 para detenr proceso de cálculo ! assuming you are working on a OctaCore (8) core computer, and you limit all your phases to only use 2 cores, each phase on itself will do a dual core parallel Please try the request again.

Top Javier C. echo       DLL_Export User_Mod        ==>  echo !DEC$ ATTRIBUTES DLLExport, StdCall, reference :: User_Mod lf95 -c usrlib.f90                     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 Return the units of the different state variables of the different models !

No error checking !! Input program The PLAXIS 3D Input program can perform multicore operations: this is used amongst others during the intersection process (going from soil/structures mode to e.g. I've tried many times to change the directives of lfcomp.bat (the one that creates "example_lah.dll") to Intel directives, but I failed (Plaxis didn't work). But if you have several phases starting from the same phase, they can all be calculated independently of each other.

no Eigenvectors End If Return End !C*********************************************************************** Subroutine Eig_3(iOpt,St,xN1,xN2,xN3,S1,S2,S3,P,Q) Implicit Double Precision (A-H,O-Z) Dimension St(6),A(3,3),V(3,3), & xN1(3),xN2(3),xN3(3) ! ! zy = yz A(3,3) = St(3) ! Winuser.h is not provided ! Prs(2)) Then write(1,*) "ESTOY FUERA DE f13_mc, AREA=3" iArea = 3 !Tr.

It solves the system of equations using only a single core on the processor. model not in DLL ParamName = ' N/A ' ; Units = ' N/A ' End Select tName = ParamName LT = Len_Trim(tName) ParamName= Char(lt) // tName(1:Lt) tName = Units LT Return the name and unit of the different state variables of the different models !