** EN2340 2017, Brown University ** ** Homework 3 ** ** Input file to run ABAQUS user element subroutine with ** two plane strain quadrilateral elements ** *Heading ** Job name: Job-1 Model name: Model-1 ** Generated by: Abaqus/CAE 6.14-1 *Preprint, echo=NO, model=NO, history=NO, contact=NO ** ** PARTS ** *Part, name=Part-1 *End Part ** ** ** ASSEMBLY ** *Assembly, name=Assembly ** *Instance, name=Part-1-1, part=Part-1 ** ** The user element is initialized below ** ** The element has 4 nodes, each node has 2 coords. ** The two properties are E,nu ** The state variables are sxx,syy,szz,sxy at 4 integration pts ** *USER ELEMENT, TYPE=U1, NODES=4, COORDINATES=2, PROPERTIES=2, VARIABLES=16 1,2 ** ** Define the mesh ** *Node 1, 0., 0. 2, 0.800000012, 0. 3, 1.60000002, 0. 4, 0., 0.800000012 5, 0.800000012, 0.800000012 6, 1.60000002, 0.800000012 *Element, type=U1 1, 1, 2, 5, 4 2, 2, 3, 6, 5 *Nset, nset=Set-1, generate 1, 6, 1 *Elset, elset=Set-1 1, 2 ** Define UEL properties: ** E,xnu *UEL PROPERTY, ELSET=Set-1 100.,0.3 *End Instance ** ** Node sets and element sets for boundary conditions ** *Nset, nset=Set-1, instance=Part-1-1 1, 4 *Elset, elset=Set-3, instance=Part-1-1 1,2 *Nset, nset=Set-2, instance=Part-1-1, generate 1, 3, 1 *Elset, elset=Set-4, instance=Part-1-1 3, 4 *Nset, nset=Set-3, instance=Part-1-1 3, 6 *Elset, elset=Set-5, instance=Part-1-1 2, *End Assembly ** ** STEP: Step-1 ** *Step, name=Step-1, nlgeom=NO *Static 1., 1., 1e-05, 1. ** ** BOUNDARY CONDITIONS ** ** Name: BC-1 Type: Displacement/Rotation *Boundary Set-1, 1, 1 ** Name: BC-2 Type: Displacement/Rotation *Boundary Set-2, 2, 2 ** Name: BC-3 Type: Displacement/Rotation *Boundary Set-3, 1, 1, 0.1 ** ** OUTPUT REQUESTS ** *Restart, write, frequency=0 ** ** The lines below request output to be printed to the .dat file ** ** SDV are the element state variables ** *el print, freq=1 SDV *node print, freq=1 COORD,U ** ** The lines below request data to be printed to .fil output ** ** These data can be read for post-processing ** *FILE FORMAT, ASCII *EL FILE , SDV *NODE FILE COORD,U *End Step