WELCOME TO MOSES Rev devlop ============================ This Program is licensed for the exclusive use of Ultramarine inc. Copying of this program or use by anyone other than an employee of the above firm without written consent of Ultramarine is strictly prohibited. +++ M A I N +++ =============== >&device -g_default device -oecho no >&dimen -dimen feet kips >&TITLE Sample Launch >inmodel Time To perform Inmodel : CP= 0.09 >&apply @ -margin str@ 5 >MEDIT +++ M O D E L E D I T I N G +++ ================================= >assembly lLEG *J0006 *J1006 *J0005 *J2004 *J1004 *J0004 barge 0 25 25 *B@T \ -TPIN 5 300 25 20 -FRICT .05 -beam 50 9e11/144 >assembly lLEG *J0003 *J1003 *J0002 *J2001 *J1001 *J0001 barge 0 -25 25 *B@ \ -TPIN 5 300 -25 20 -FRICT .05 -beam 50 9e11/144 >END +++ M A I N +++ =============== >&summ +++ & S U M M A R Y +++ ======================= >restraint >cat -part jacket >end +++ M A I N +++ =============== >&INSTATE barge -condition 0 0 3 >&weight -compute barge 10 32 .29*330 .29*330 >&status config +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- BARGE Location 0.05 0.00 0.00 0.00 3.00 0.00 N Force 0.22 0.00 0.23 0 -623 0 JACKET Location 0.31 0.00 25.02 0.00 3.00 0.00 N Force -0.26 0.00 0.49 0 -296 0 >&status g_lway +++ L A U N C H W A Y G E O M E T R Y +++ ============================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Body /--- Joints ----/ Fric. Start Of /----- Tilt Pin ------/ Name Leading Trailing Coef. Skidway X Y Z Angle Depth -------- -------- -------- ----- -------- ------- ------- ------- ----- ----- BARGE *J0006 *J0004 0.05 0.00 300.00 25.00 20.00 90.00 5.00 BARGE *J0003 *J0001 0.05 0.00 300.00 -25.00 20.00 90.00 5.00 >&picture side >LAUNCH -MAXTIM 100 -MAXOSC 5 -TSTEP .5 .25 .5 -WINCH .5 LAUNCH EVENTS SUMMARY ===================== Time Change Jac. Roll Jac. Pitch Length of (Sec) in (Deg) (Deg) Leg on Time Deck --------- --------- --------- --------- --------- Jacket Slides 0.50 0.50 -0.00 3.00 300.41 Saving Database 5.00 4.50 0.00 3.10 296.20 Saving Database 10.00 9.50 -0.00 3.31 287.45 Saving Database 15.00 14.50 -0.00 3.64 271.15 Saving Database 20.00 19.50 0.00 4.11 242.71 Saving Database 25.00 24.50 0.00 4.75 197.32 Saving Database 30.00 29.50 -0.00 5.78 131.42 Jacket Tips 30.00 29.50 -0.00 5.78 131.42 Saving Database 32.50 2.50 -0.00 8.06 91.20 Saving Database 35.00 5.00 -0.00 11.73 43.44 Jacket Separates 37.25 7.25 -0.00 12.27 0.00 Saving Database 37.75 0.50 -0.00 12.05 0.00 Saving Database 42.75 5.50 0.00 1.37 0.00 Saving Database 47.75 10.50 0.00 -0.68 0.00 Saving Database 52.75 15.50 0.00 0.60 0.00 Jacket Oscillates 54.75 17.50 0.00 1.58 0.00 Saving Database 57.75 20.50 0.00 -0.55 0.00 Jacket Oscillates 60.25 23.00 0.00 -0.54 0.00 Saving Database 62.75 25.50 0.00 -0.17 0.00 Saving Database 67.75 30.50 0.00 0.63 0.00 Jacket Oscillates 67.75 30.50 0.00 0.63 0.00 Saving Database 72.75 35.50 0.00 -0.63 0.00 Jacket Oscillates 72.75 35.50 0.00 -0.63 0.00 Simulation Terminated at Spec. Oscillation ========================================== Time For Time Domain : CP= 0.25 >PRCPOST +++ P R O C E S S P O S T - P R O C E S S I N G +++ ===================================================== >LAUP_STD Time for Launch Post-Processing : CP= 0.08 >END +++ M A I N +++ =============== >&SUBTITLE Approximate Solution >STRUCTURAL +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >LCASE -launch 1. 2. 50 0. 25 30 35 37 40 Time To Generate Load Cases : CP= 0.05 >S_PART JACKET >S_REST ~SPRING >SSOLVE Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.01 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 >END +++ M A I N +++ =============== >STRPOST +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >RESTRAINT load -detail >beam code -standard 1.,1e6 0.,1 -node *j@ >END +++ M A I N +++ =============== >&SUBTITLE Better Solution Before Tip >STRUCTURAL -initialize +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >LCASE -process 0. 25 30 35 37 40 Time To Generate Load Cases : CP= 0.04 >S_BODY JACKET >S_REST ~&LWAY >SSOLVE -NONLINEAR Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.01 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.00 Time to Form Global Stiffness Matrix : CP= 0.01 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case P0000.00 Converged in 2 Iterations ============================================ Load Case P0025.00 Converged in 2 Iterations ============================================ Load Case P0030.00 Converged in 1 Iterations ============================================ Load Case P0035.00 Converged in 1 Iterations ============================================ Load Case P0037.00 Converged in 1 Iterations ============================================ Load Case P0040.00 Converged in 1 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.02 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.01 >END +++ M A I N +++ =============== >STRPOST +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >beam code -standard 1.,1e6 0.,1 -node *j@ -load @ >END +++ M A I N +++ =============== >&SUBTITLE Combining Both >STRUCTURAL -initialize +++ S T R U C T U R A L S O L U T I O N +++ ============================================= >LCASE -process 0. 25 Time To Generate Load Cases : CP= 0.02 >LCASE -launch 1. 2. 50 30 35 37 40 Time To Generate Load Cases : CP= 0.03 >S_BODY JACKET >S_REST ~&LWAY >SSOLVE -NONLINEAR Reducing Stiffness of DEFAULT ============================= Time to Define Model Topology : CP= 0.00 Time to Complete Nodal Loads : CP= 0.00 Time to Define Stiffness Blocks : CP= 0.00 Time to Form Element Matricies : CP= 0.01 Time to Form Global Stiffness Matrix : CP= 0.00 Time to Form Global Load Matrix : CP= 0.00 Time to Factor Stiffness Matrix : CP= 0.00 Solving Residual Model ====================== Time to Define Model Topology : CP= 0.00 Load Case P0000.00 Converged in 2 Iterations ============================================ Load Case P0025.00 Converged in 2 Iterations ============================================ Load Case P0030.00 Converged in 1 Iterations ============================================ Load Case P0035.00 Converged in 1 Iterations ============================================ Load Case P0037.00 Converged in 1 Iterations ============================================ Load Case P0040.00 Converged in 1 Iterations ============================================ Time to Solve Boundary Relations of DEFAULT : CP= 0.02 Expanding Results of DEFAULT ============================ Time For Backward Substitution : CP= 0.00 Time to Store Deflections : CP= 0.00 Time to Store Element Internal Loads : CP= 0.00 >END +++ M A I N +++ =============== >STRPOST +++ S T R U C T U R A L P O S T - P R O C E S S I N G +++ =========================================================== >beam code -standard 1.,1e6 0.,1 -node *j@ -load @ >END +++ M A I N +++ =============== MOSES Finished Normally ========================= CP Time 0.83 ======================== Total Units 0.83 ========================