*Heading ** Benchmark: Steel shell submerged in water, resonances ** *Parameter r1 = 1.3 rm = -r1 ** Number of Acoustic Layers NL = 6 ** Number of Acoustic Nodes circumferentially (max = 99) NC = 73 ** Number of Acoustic Elements circumferentially EC = NC-1 N0 = 100*NL+1 NN = 100*NL+NC E0 = 100*(NL-1) EN = E0+NC-1 I0 = E0+100 IN = EN+100 I1 = N0+1 ** Number of Shell Nodes circumferentially NS = 73 ** Number of Shell Elements circumferentially ES = NS-1 ** Maximum frequency of interest - for example, choose 3000.00 Fmax = 1100.00 ** *Preprint, echo=NO, model=ye, history=NO, contact=NO ** PARTS ** *Part, name=acax *Node 1, 0.0, -1.0, 0.0 , 0.0, 1.0, 0.0 100, 0.0, 0.0, 0.0 *NGEN,LINE=C,nset=inside 1,,1,,0.0,0.0,0.0, 0.0,0.0,1.0 *Node , 0.0, , 0.0, *NGEN,LINE=C,nset=outside ,,1,,0.0,0.0,0.0, 0.0,0.0,1.0 *NFILL inside,outside,,100 *Element,type=acax4,elset=eall 1,1,101,102,2 *Elgen,elset=eall 1, , 1, 1, , 100, 100 *Element,elset=acin,type=acinax2 ,, *Elgen,elset=acin ,,1,1 *Solid Section, elset=eall, material=water 1., *Solid Section, elset=acin, material=water,refnode=100 1., **** *elset,elset=acaxinner,gen 1, *elset,elset=acaxouter,gen , *surface,name=inner acaxinner,s4 *surface,name=outer acaxouter,s2 *End Part ** ** *Part, name=Shell *NODE,NSET=LOADPOS 1, 0.0, -1.0 *NODE,NSET=LOADNEG , 0.0, 1.0 *NGEN,LINE=C 1,,1,,0.0,0.0,0.0, 0.0,0.0,1.0 *ELEMENT,TYPE=SAX1 1,1,2 *ELGEN,ELSET=EALL 1, *SHELL SECTION,MATERIAL=Steel,ELSET=EALL 0.01,3 *End Part ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Shell, Part=Shell *End Instance ** *Instance, name=acax, part=acax *End Instance ** *Surface, type=ELEMENT, name=ShellOuter shell.eall,sneg ****** *Tie, name=Constraint-2, adjust=yes, no rotation acax.Inner,shellOuter *End Assembly ** ** MATERIALS ** *MATERIAL,NAME=Steel *DENSITY 7647., *ELASTIC 1.8509E+11, 0.3 *Material, name=water *Acoustic Medium 2.12812e+09, *Density 997., **************************** *STEP REAL EIGENANALYSIS *frequency,acoustic=on,norm=ma ,36.0, ** *OUTPUT, FIELD *NODE OUTPUT U,POR *END STEP ***************************** *STEP COMPLEX EIGENANALYSIS *COMPLEXFREQUENCY , *OUTPUT, FIELD *NODE OUTPUT U,POR *END STEP *****************************