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Number of DOF where non zero initial accelerations are imposed Number of DOF where non zero initial speeds are imposed
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Number of DOF where non zero dampings are imposed Number of DOF where non zero masses are imposed This line is left blank if the analysis is not dynamic If INCFO > 1, debug messages will be printed (see module MINCFO → DEBUG_MST=INCFO-1) ≥ 1 Read Incremental Forming parameters (SEMPER project – C. = n reading of the DUPLI card, n is the number of pair of Duplicata nodes. = 1 the number of the solid element adjacent to each contact element or foundation segment is memorized. = 1 the bandwidth of the thermomechanical calculation takes into account the splitting between thermics and mechanics ITREE = number of foundations using the sub-tree method (4) = 1 search of the 3D contact by arborescence = 1 checking of the total volume of the piece computed by the Jacobian matrix determinant (ready for BLZ3D) = 1 force pilotage by the routine OCASFO (see appendix 11) ≥10 presence of a dead load, the NCOL value is incremented by 1. = 2 NCOL = 2 for static analysis useful for OCASFO routine (see data appendix 11) = 0 displacements are not printed NCOL = 1 for static analysis, NCOL = 3 for dynamic analysis. = 1 displacements can be printed (the CONEC dimension increases) (compulsory for BEM2D) (3)ĭefault value : 20 (Be careful, often not sufficient for thermo-mechanical-metallurgical coupling) Maximum number of integer parameters for any constitutive law. Maximum number of internal VARiables per integration point. Maximum number of real PARAmeters for any constitutive law. Index for the analysis with gravity (soil mechanics) = 1 reading of the RENUM card and renumbering of the DOF = 7 proportional fatigue computation (see fatigue calculation in Hill_3D_KI law), you must generate the file 61 (.ntfdam) (0) = 6 forging simulation, different from Dyduch = 5 simulation where the VILOTTE's criterion is used as indicator = 2 simulation with shearing bands and automatic remeshing if the number of bifurcated elements exceeds the maximum fixed in the execution data = 1 forging simulation, criteria calculation to detect the too-distorted elements and automatic remeshing if the number of distorted elements exceeds the maximum fixed in the execution data and existence of “EI” (M. Indicator for a posteriori error calculations Indicator for geometrical distortions (%age of distorted elements) Indicator for the bifurcation calculation (RICE's criterion) – No more used. Number of pilot nodes for the foundations Total number of segments defining the NFOUN foundations Number of degrees of freedom where non zero DISPlacements are imposed Total number of elements (all types together) =5 - Generalized plane state ($EPG$) see (2)) =2 - Plane strain state ($EP\varepsilon$)