HEAD BFLEX2010 - test2 - Zeta with carcass - itcode 21 #--------------------------------------------------------------------------- # Control data # # maxit ndim isolvr npoint ipri conr gacc iproc CONTROL 100 3 2 16 1 1.e-5 9.81 stressfree DYNCONT 1 0.0 0.09 -0.05 # # tag::timeco[] TIMECO 60.0 1.0 10.0 201.0 STATIC auto none all 50 7 1e-5 TIMECO 62.0 1.0 1.0 201.0 STATIC auto none all 50 7 1e-5 TIMECO 70.0 1.0 8.0 201.0 STATIC auto none all 50 7 1e-5 TIMECO 160.0 1.0 10.0 201.0 STATIC auto none all 50 7 1e-5 # end::timeco[] # #--------------------------------------------------------------------------- # Nocoor input # # no x y z Nocoor Coordinates 1 0.0 0.0 0.0 5 700. 0.0 0.0 77 7300. 0.0 0.0 81 8000. 0.0 0.0 # Visres Integration 2 Sigma-xx-ax # # #------------------------------------------------------------------------ # Elcon input # Elcon stiffpart1 pipe31 stiffmat 501 1 2 repeat 4 1 1 # Elcon stiffpart2 pipe31 stiffmat 505 77 78 repeat 4 1 1 # The core # # group elty material no n1 n2 n3 n4 Elcon core pipe52 mypipe 1 1 2 # n elinc nodinc Repeat 80 1 1 # # The bend stiffener # # group elty crossname elid n1 n2 n3 n4 Elcon bendstiffener pipe52 mybendstiffener 601 1 2 # n elinc nodinc Repeat 20 1 1 # # Tensile Layers # group elty crossname elid n1 n2 n3 n4 Elcon tenslayer1 pipe52 mypipe 1001 1 2 # n elinc nodinc Repeat 80 1 1 # Tensile Layers # group elty crossname elid n1 n2 n3 n4 Elcon tenslayer2 pipe52 mypipe 2001 1 2 # n elinc nodinc Repeat 80 1 1 # Tensile Layers # group elty crossname elid n1 n2 n3 n4 Elcon tenslayer3 pipe52 mypipe 3001 1 2 # n elinc nodinc Repeat 80 1 1 # Tensile Layers # group elty crossname elid n1 n2 n3 n4 Elcon tenslayer4 pipe52 mypipe 4001 1 2 # n elinc nodinc Repeat 80 1 1 # #--------------------------------------------------------------------------- # Orient input # # The core # no x y z Elorient Coordinates 1 0 1e3 0 80 0 1e3 0 # no x y z Elorient Coordinates 501 0 1e3 0 508 0 1e3 0 Elorient Coordinates 601 0 1e3 0 620 0 1e3 0 # Tensile Layer 1 # no x y z Elorient Coordinates 1001 0 1e3 0 1080 0 1e3 0 # Tensile Layer 2 # no x y z Elorient Coordinates 2001 0 1e3 0 2080 0 1e3 0 # Tensile Layer 3 # no x y z Elorient Coordinates 3001 0 1e3 0 3080 0 1e3 0 # Tensile Layer 4 # no x y z Elorient Coordinates 4001 0 1e3 0 4080 0 1e3 0 # ELPROP stiffpart1 pipe 0.15e3 0.01e3 1.0 0.1 2.0 0.2 0.181 0.181 0.300e3 0.300e3 0.5 ELPROP stiffpart2 pipe 0.15e3 0.01e3 1.0 0.1 2.0 0.2 0.181 0.181 0.300e3 0.300e3 0.5 #-------------------------------------------------------------------------------- # # Definition of flexible pipe cross-section # name type ifric disfac forfac geofac endfac ID Timeini itcode prlay ielbfl fimod content nelgr el1 el2 CROSSECTION MYPIPE FLEXCROSS 1 10000.0 10.0 0.0 0.001 117.5 60.0 21 13 21 0 1000e-9 5 core tenslayer1 tenslayer2 tenslayer3 tenslayer4 # # CTYPE TH matname FRIC LAYANG RNUM TEMP nlmat CCODE CFATFL AREA IT INY IKS WIDTH # # CARC 6.35 steel 0.10 87.645 1 0.0 none TESTPRO NONE 55.0 2.374e+03 5.470e+03 9.429e+03 55.0 THER 3.58 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.0 0.0 0.0 0.0 ZETA 6.35 steel 0.10 88.690 1 0.0 nlmat FLEXARM NONE 55.0 2.374e+03 5.470e+03 9.429e+03 55.0 THER 7.0 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.000e+00 0.000e+00 0.000e+00 0.0 TENS 3.99 steel 0.10 32.000 44 0.0 none FLEXTENSILE1 FWT1 38.0 157. 333.00 52.93 10. THER 2.09 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.000e+00 0.000e+00 0.000e+00 0.0 TENS 3.99 steel 0.10 -32.000 46 0.0 none FLEXTENSILE1 NONE 38.0 157. 333.00 52.93 10. THER 2.09 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.000e+00 0.000e+00 0.000e+00 0.0 TENS 3.99 steel 0.10 32.000 50 0.0 none FLEXTENSILE1 NONE 38.0 157. 333.00 52.93 10. THER 2.09 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0. 0. 0. 0. TENS 3.99 steel 0.10 -32.000 54 0.0 none FLEXTENSILE1 NONE 38.0 157. 333.00 52.93 10. THER 18.90 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.000e+00 0.000e+00 0.000e+00 0.0 THER 10.00 plastic 0.10 0.0000 0 0.0 none NONE NONE 0.0 0.000e+00 0.000e+00 0.000e+00 0.0 #---------------------------------------------------------------------------- # # # CROSS-SECTION BOUNDARY DATA # # tag::crossgeom[] # name x0 y0 ccurv p1 p2 p3 p4 ninter icode CROSSGEOM ZETA-FLEXARM BFLEX 0 0 S 3.0909 0.0000 0.0 0.0 8 0 CI 95.000 189.00 0.4032 0.0 4 0 S 2.8308 92.000 0.0 0.0 6 0 CI 189.00 270.00 0.2688 0.0 4 0 S 0.5624 180.00 0.0 0.0 4 2 CI 270.00 351.00 0.2688 0.0 4 0 S 0.5624 261.00 0.0 0.0 4 0 CO 171.00 90.000 0.2688 0.0 4 0 S 1.1640 180.00 0.0 0.0 4 3 CO 90.000 9.0000 0.2688 0.0 4 0 S 3.2930 92.000 0.0 0.0 6 0 CI 189.00 270.00 0.5376 0.0 4 0 S 8.8776 180.00 0.0 0.0 15 1 CI 270.00 369.00 0.6720 0.0 4 0 S 2.8119 273.00 0.0 0.0 4 0 CI 9.0000 90.000 0.2688 0.0 4 0 S 0.5624 0.0000 0.0 0.0 4 2 CI 90.000 171.00 0.2688 0.0 4 0 S 0.5624 81.00 0.0 0.0 4 0 CO 351.00 270.00 0.2688 0.0 4 0 S 1.1558 0.0000 0.0 0.0 4 3 CO 270.00 189.00 0.2688 0.0 4 0 S 2.9909 276.00 0.0 0.0 6 0 CI 9.0000 90.000 0.5376 0.0 4 0 S 5.9311 0.0000 0.0 0.0 22 1 # end::crossgeom[] # ## name x0 y0 ccurv p1 p2 p3 p4 ninter icode CROSSGEOM TENS-FLEXTENSILE1 BFLEX 0 0 S 3.99 90.000 0.0 0.0 5 0 S 10.00 180.00 0.0 0.0 10 1 S 3.99 270.00 0.0 0.0 5 0 S 10.00 0.0000 0.0 0.0 10 0 CROSSGEOM CARC-TESTPRO BFLEX 0 0 S 3.00 180.00 0.0 2.0 5 2 S 6.35 90.00 0.0 2.0 5 0 S 10.00 0.00 0.0 2.0 5 0 S 6.35 270.00 0.0 2.0 5 0 S 10.00 0.00 0.0 2.0 5 0 S 6.35 90.00 0.0 2.0 5 0 S 3.00 180.00 0.0 2.0 5 2 #-------------------------------------------------------------------- # # BENDING STIFFENER # # CROSSECTION MYBENDSTIFFENER BENDSTIFF-BEND 1 5 266.0 500.0 0.1 bendstiffmat 17 21 266.0 300.0 0.1 bendstiffmat 21 25 266.0 300.0 0.1 bendstiffmat #----------------------------------------------------------------------- # Boundary condition data # Loc node dir BONCON GLOBAL 1 1 BONCON GLOBAL 1 2 BONCON GLOBAL 1 3 BONCON GLOBAL 1 4 BONCON GLOBAL 1 6 BONCON GLOBAL 81 2 BONCON GLOBAL 81 3 BONCON GLOBAL 81 6 #----------------------------------------------- # # Constraint input # tag::pdisp[] # node dof value load history CONSTR PDISP GLOBAL 1 5 0.1745 400 # end::pdisp[] # #--------------------------------------------- # Cload input # # hist dir no1 r1 no2 r2 n m # CLOAD 300 1 81 2.6e5 #--------------------------------------------- PELOAD 100 100 PILOAD 200 1 25.0 80 25.0 #----------------------------------------------------------- # History data # # LOAD HISTORIES # # gravity THIST 100 0. 0. 600. 0. # pressure THIST 200 0 0 1 0.001 20 5.000 40 0.001 60 1.000 140 1.000 220 1.000 400 1.000 # force THIST 300 0 0 1 0.000 20 0.000 40 0.000 60 1.000 140 1.000 220 1.000 400 1.000 # prescribed displacement THIST 400 0 0 1 0.000 20 0.000 40 0.000 60 0.000 140 2.000 260 -2.000 #------------------------------------------------------------------------------ # Material data # # name type poiss ro talfa tecond heatc beta em gm em2 # # name type poiss ro talfa tecond heatc eps sigma # name type poiss talfa tecond heatc beta ea eiy eiz git em gm den et MATERIAL stiffmat linear 0.3 11.7e-6 50 800 0 1.00e8 1.00e14 1.0e14 7.690e13 2e5 8e4 7850e-9 2e5 MATERIAL plastic linear 0.5 11.7e-6 50 800 0 1.02e6 3.210e3 3.210e3 3.210e3 317 106.0 1050E-9 317 MATERIAL bendstiffmat linear 0.5 11.7e-6 50 800 0 1.02e6 3.210e3 3.210e3 3.210e3 314 105.0 1050E-9 314 MATERIAL steel linear 0.3 11.7e-6 50 800 0 1.02e6 3.210e3 3.210e3 3.210e3 2.07E5 8e4 7850E-9 2.07E5 # name type alfa poiss ro talfa tecond heatc eps sigma MATERIAL nlmat elastoplastic 1 0.3 7850 1.17e-5 50 800 0.0 0.0 0.004 800.0 0.010 1000.0