🐂 Abaqus U1 U2 U3 Meaning

What is the unit of U3 in Abaqus in the result. degree or radian? I performed quasi-static analysis on gears in ABAQUS. After analysis, I extracted the U3 parameter to measure the gear A list of the boundary conditions used in ABAQUS. U1, U2 and U3 specify movements along Table 1. UR2 and UR3 specify rotation about the x, y and z axes, respectively. Antisymmetry about a plane with X = constant (U 2 = U 3 = UR 1 = 0; Abaqus/Standard only). YASYMM. Antisymmetry about a plane with Y = constant (U 1 = U 3 = UR 2 = 0; Abaqus/Standard only). ZASYMM. Antisymmetry about a plane with Z = constant (U 1 = U 2 = UR 3 = 0; Abaqus/Standard only). PINNED. Pinned (U 1 = U 2 = U 3 = 0). ENCASTRE U1, U2, U3 *NODE OUTPUT, NSET=FNDNbase Output to .obd file RF1, RF2, RF3, RM1, RM2, RM3 *ELEMENT OUTPUT, ELSET=ELopt1 SF1, SF2, SF3, SM1, SM2, SM3 ÎCan be post-processed in CAE. Applying Gravity Load 30 28 Change to ABAQUS working directory firstChange to ABAQUS working directory first. 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 So if you define a cylindrical coordinate system, at a particular point U2 = tangential displacement, UR3 = rotation about local "z" axis (axis that runs throught the point of interest and is parallel to the cylindrical coordinate system axis). Hi Sadeq, In the boundary conditions dialog box, there is an option of choosing coordinate system. If you have chosen (the default) global coordinate system, then U1=Global X, U2=Global Y and U3=Gloabl Z. But you have the choice of selecting any of your own coordinate system, in which case U1,U2,U3 will take on those directions. Regards, NSK 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. How do i use spatial displacement of nodes as displacement values in Abaqus? I obtained the nodal displacement values of (u1,u2,u3) from a bar in an analysis. I want to use these spatial erwG.

abaqus u1 u2 u3 meaning