Displacement

Applied loads can result in a displacement of the solid structure from an initial configuration to a deformed configuration. The total displacement is a combination of rigid body motion and the relative displacements of the points in the body, which determine the deformation of the solid structure.



If the position of a material point in the undeformed configuration is X , and the displacement of this point to the deformed configuration is u(X,t) , the position of the material point in the deformed configuration is:

Figure 1. EQUATION_DISPLAY
x(X,t)=X+u(X,t)
(4426)

In component form, the displacement can be expressed as:

Figure 2. EQUATION_DISPLAY
u={uxuyuz}T
(4427)

The displacement field of a rigid body is completely defined by a single displacement vector. The displacement field of a deformable body is defined by the set of displacement vectors of its material points.

Deformation Gradient

The deformation gradient tensor F measures how the deformation changes from point to point:

Figure 3. EQUATION_DISPLAY
F=xX=I+uX=I+(uxXuxYuxZuyXuyYuyZuzXuzYuzZ)
(4428)

where I is the identity matrix and X , Y , and Z are the Cartesian components of the material point position vector X .

For large deformations, the deformation gradient can be decomposed into a rotation tensor R and a right stretch tensor U :
Figure 4. EQUATION_DISPLAY
F=RU
(4429)

For incompressible and nearly incompressible materials, the deformation gradient can be decomposed into a volumetric part Fv and a deviatoric part Fd :

Figure 5. EQUATION_DISPLAY
F=FvFd
(4430)

with:

Figure 6. EQUATION_DISPLAY
Fd=J1/3FFv=J1/3IJ=detF
(4431)