about the new material

[lee20054088]

I want to add a new material into OpenSees, but i never study the VC++. when i follow the steps in the http://opensees.berkeley.edu/wiki/index ... L_Creation

the VC++6.0 clew the follows:
e:\openseesdeveloper\openseesdeveloper\material\elasticppcpp\elasticppcpp.cpp(44) : warning C4005: 'OPS_Export' : macro redefinition
e:\openseesdeveloper\openseesdeveloper\material\elasticppcpp\elasticppcpp.cpp(42) : see previous definition of 'OPS_Export'
e:\openseesdeveloper\openseesdeveloper\material\elasticppcpp\elasticppcpp.cpp(46) : warning C4005: 'OPS_Export' : macro redefinition
e:\openseesdeveloper\openseesdeveloper\material\elasticppcpp\elasticppcpp.cpp(44) : see previous definition of 'OPS_Export'
e:\openseesdeveloper\openseesdeveloper\material\elasticppcpp\elasticppcpp.cpp(284) : fatal error C1010: unexpected end of file while looking for precompiled header directive
Error executing cl.exe.
ElasticPPCPP.dll - 1 error(s), 2 warning(s)

anyone can help me ? Thanks.

I use the OpenSees 2.2.2 , the Windows XP and VC++6.0
PS: anyone can upload some photos about this steps, or add me in the MSN: kgd_qkqp@msn.cn .

[fmk]

you have an error in the source code.

[lee20054088]

Ok, I found the problem, because I used the VC++6.0, now I use the VC++2008, the problem is not show.
But, there is another problem, when i run the OpenSees with the *.dll. the warns are follows:



WARNING - ForceBeamColumn2d::update - failed to get compatible element forces & deformations for element: 1(dW: << 1.#QNAN)
Domain::update - domain failed in update
LoadControl::update - model failed to update for new dU
WARNING NewtonRaphson::solveCurrentStep() -the Integrator failed in update()
StaticAnalysis::analyze() - the Algorithm failed at iteration: 0 with domain at load factor 0.1
OpenSees > analyze failed, returned: -3 error flag
Model Built
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces & deformations for element: 1(dW: << 1.#QNAN)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis::analyze() - the Integrator failed at iteration: 0 with domain at load factor 981.356
OpenSees > analyze failed, returned: -2 error flag
Trying Newton with Initial Tangent ..
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces & deformations for element: 1(dW: << 1.#QNAN)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis::analyze() - the Integrator failed at iteration: 0 with domain at load factor 981.356
OpenSees > analyze failed, returned: -2 error flag
Trying Broyden ..
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces & deformations for element: 1(dW: << 1.#QNAN)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis::analyze() - the Integrator failed at iteration: 0 with domain at load factor 981.356
OpenSees > analyze failed, returned: -2 error flag
Trying NewtonWithLineSearch ..
WARNING - ForceBeamColumn2d::update - failed to get compatible element forces & deformations for element: 1(dW: << 1.#QNAN)
Domain::update - domain failed in update
DisplacementControl::newStep - model failed to update for new dU
StaticAnalysis::analyze() - the Integrator failed at iteration: 0 with domain at load factor 981.356
OpenSees > analyze failed, returned: -2 error flag
PROBLEM Cyclic analysis: CtrlNode 002, dof 1, Disp=0.0000 mm


WHY? thanks.

[fmk]

QNAN stands for not a number .. either your fe model is wrong or your new material has some problems.

[linguan118]

I met QNAN once, when I took a matrix of three dimensions as a int..

[AbryRuairidh]

Guess this problem is already solved? did QNAN worked

[cliffordjude]

too typical problem sory i dont know it