You must assign an element type key to a user-defined element. The element type key must be of the form Un in Abaqus/Standard and VUn in Abaqus/Explicit , where n is a positive integer that identifies the element type uniquely. For example, you can define element types U1, U2, U3, VU1, VU7, etc.
• In the boundary condition module constrain U1, U2, U3 at the entire bottom of the part to zero. Apply a displacement of U1= -0.00254 on the other end of the part. • Create a job and submit and run it (it will take some time to complete, as the mesh has 30000 quadratic elements).

course, and in principle ABAQUS should be able to find them, but it is not coded to do so. To demonstrate that this is the cause of the problem, in the Load module create a new BC that will constrain the displacements on the inner surface of the lowest hole in the wheel (see the figure). Prescribe a displacement U1=U3=0, U2= - 0.005. Then return to

XASYMM Antisymmetry about a plane with X = constant (U2 = U3 = UR1 = 0;ABAQUS/Standard only). YASYMM Antisymmetry about a plane with Y = constant (U1 = U3 = UR2 = 0;ABAQUS/Standard only). ZASYMM Antisymmetry about a plane with Z = constant (U1 = U2 = UR3 = 0;ABAQUS/Standard only). PINNED Pinned (U1 = U2 = U3 = 0). Assign restraints (U1, U2, U3, R1, R2, and R3) to joint G, then assign displacements obtained from the global model to joint G through Assign > Joint Loads > Displacements. Analyze the local model for the applied displacement loads. Abaqus/CAE Usage Load module: Create Boundary Condition: Step: Initial Using the direct format You can choose to enter the degrees of freedom to be constrained directly. Input File Usage Either a single degree of freedom or the first and last of a range of degrees of freedom can be specified. Antisymmetry about a plane with Y = constant (U1 = U3 = UR2 = 0;Abaqus/Standard only). ZASYMM: Antisymmetry about a plane with Z = constant (U1 = U2 = UR3 = 0;Abaqus/Standard only). PINNED: Pinned (U1 = U2 = U3 = 0). ENCASTRE: Fully built-in (U1 = U2 = U3 = UR1 = UR2 = UR3 = 0). YASYMM: Antisymmetry about a plane with Y = constant (U1 = U3 = UR2 = 0;ABAQUS/Standard only). ZASYMM: Antisymmetry about a plane with Z = constant (U1 = U2 = UR3 = 0;ABAQUS/Standard only). PINNED: Pinned (U1 = U2 = U3 = 0). ENCASTRE: Fully built-in (U1 = U2 = U3 = UR1 = UR2 = UR3 = 0). ABAQUS Scripting Reference Manual u1. A Float, a Complex, or a SymbolicConstant specifying the displacement component in the 1-direction. Note: Although u1, u2, u3, ur1, ur2, and ur3 are optional arguments, at least one of them must be specified. u2. A Float, a Complex, or a SymbolicConstant specifying the displacement component in the .
  • y6rswo0lpe.pages.dev/192
  • y6rswo0lpe.pages.dev/784
  • y6rswo0lpe.pages.dev/910
  • y6rswo0lpe.pages.dev/520
  • y6rswo0lpe.pages.dev/612
  • y6rswo0lpe.pages.dev/590
  • y6rswo0lpe.pages.dev/32
  • y6rswo0lpe.pages.dev/928
  • y6rswo0lpe.pages.dev/455
  • y6rswo0lpe.pages.dev/212
  • y6rswo0lpe.pages.dev/7
  • y6rswo0lpe.pages.dev/140
  • y6rswo0lpe.pages.dev/12
  • y6rswo0lpe.pages.dev/380
  • y6rswo0lpe.pages.dev/927

    • abaqus u1 u2 u3 meaning