****************************************************************************** * * * E:\www\ansdocr7\EstEnglish\estug.doc\src\samples\sample02_Image_Loads.CATA * * * ****************************************************************************** MESH: ----- ******************* * Entity * Size * ******************* * Nodes * 424 * * Elements * 1003 * ******************* ELEMENT TYPE: ------------- **************************************** * Connectivity * Statistics * **************************************** * TE4 * 1003 ( 100.00% ) * **************************************** ELEMENT QUALITY: ---------------- ************************************************************************************************ * Criterion * Good * Poor * Bad * Worst *Average* ************************************************************************************************ * Skewness * 809 ( 80.66% )* 187 ( 18.64% )* 7 ( 0.70% )* 0.958* 0.556* * Jacobian * 1003 ( 100.00% )* 0 ( 0.00% )* 0 ( 0.00% )* 1.000* 1.000* * Stretch * 1003 ( 100.00% )* 0 ( 0.00% )* 0 ( 0.00% )* 0.317* 0.558* * Min. Length* 1003 ( 100.00% )* 0 ( 0.00% )* 0 ( 0.00% )* 1.128* 5.131* * Max. Length* 1003 ( 100.00% )* 0 ( 0.00% )* 0 ( 0.00% )* 19.043* 11.081* *Shape Factor* 1002 ( 99.90% )* 1 ( 0.10% )* 0 ( 0.00% )* 0.300* 0.592* *Length Ratio* 1003 ( 100.00% )* 0 ( 0.00% )* 0 ( 0.00% )* 4.149* 2.215* ************************************************************************************************ Properties.1 ------------ **************************************************************************** * Material * Young Modulus * Poisson Ratio * **************************************************************************** * Aluminium.1 : Alloy 1100-H14 ( 99 % Al ) * 7e+010N_m2 * 0.346 * **************************************************************************** ------------------------------------------------------------------------------ | Static Case | ------------------------------------------------------------------------------ Boundary Conditions ------------------- [Image] STRUCTURE Computation --------------------- Number of nodes : 424 Number of elements : 1003 Number of D.O.F. : 1272 Number of Contact Elements : 0 Number of Kinematic relations : 0 RESTRAINT Computation --------------------- Name: RestraintSet.1 Number of S.P.C : 132 LOAD Computation ---------------- Name: LoadSet.1 Applied load resultant : Fx = 2.638e+001 N Fy = 9.063e+000 N Fz = -6.501e-002 N Mx = 1.000e+003 Nxm My = 1.542e-001 Nxm Mz = -1.906e-001 Nxm STIFFNESS Computation --------------------- Number of lines : 1272 Number of coefficients : 19203 Number of blocks : 1 Maximum number of coefficients per bloc : 19203 Total matrix size : 0.22 Mb SINGULARITY Computation ----------------------- Restraint: RestraintSet.1 Number of local singularities : 0 Number of singularities in translation : 0 Number of singularities in rotation : 0 Generated constraint type : MPC CONSTRAINT Computation ---------------------- Restraint: RestraintSet.1 Number of constraints : 132 Number of factorized constraints : 132 Number of deferred constraints : 0 NUMBERING Computation --------------------- Restraint: RestraintSet.1 Numbering Method : SLOAN Number of connected nodes : 424 Nodal maximum front width : 27 Nodal maximum band width : 84 FACTORIZED Computation ---------------------- Method : SPARSE Number of factorized degrees : 1140 Number of supernodes : 248 Number of overhead indices : 6117 Number of coefficients : 38157 Maximum front width : 93 Maximum front size : 4371 Size of the factorized matrix (Mb) : 0.291115 Number of blocks : 1 Number of Mflops for factorization : 1.852e+000 Number of Mflops for solve : 1.538e-001 Minimum relative pivot : 1.264e-002 DIRECT METHOD Computation ------------------------- Name: StaticSet.1 Restraint: RestraintSet.1 Load: LoadSet.1 Strain Energy : 1.370e+002 J Equilibrium ***************************************************************************** * Components * Applied * Reactions * Residual * Relative * * * Forces * * * Magnitude Error * ***************************************************************************** * Fx (N) * 2.6383e+001 * -2.6383e+001 * 5.9098e-007 * 5.7144e-012 * * Fy (N) * 9.0627e+000 * -9.0627e+000 * 3.0798e-007 * 2.9780e-012 * * Fz (N) * -6.5013e-002 * 6.5013e-002 * 1.0491e-007 * 1.0144e-012 * * Mx (Nxm) * 1.0000e+003 * -1.0000e+003 * 1.4506e-010 * 1.0958e-014 * * My (Nxm) * 1.5418e-001 * -1.5418e-001 * -1.9353e-009 * 1.4620e-013 * * Mz (Nxm) * -1.9061e-001 * 1.9061e-001 * -4.3819e-010 * 3.3102e-014 * ***************************************************************************** Deformed Mesh ------------- [Image] Von Mises Stress (nodal value) ------------------------------ [Image]