Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Advanced Solid Mechanics - Notes, Videos, MCQs & PPTs

Civil Engineering (CE) : Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

The document Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev is a part of the Civil Engineering (CE) Course Advanced Solid Mechanics - Notes, Videos, MCQs & PPTs.
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Displacement, velocity and acceleration
The vector field, u, defined as

u = x − X,                                              (3.27)

represents the displacement field, that is the displacement of the material particles initially at X or currently at x depending on whether Lagrangian or Eulerian description is used. Thus,
Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Figure 3.2 schematically shows the displacement vector. As shown in the figure, displacement vector is a straight line segment joining the location of a material particle in the current and reference configuration. While, in the schematic we have used the same coordinate system to describe all the three directed line segments namely, the position vector of a particle in the reference configuration, current configuration and the displacement vector; this is not necessary. In fact, if one uses cylindrical polar coordinate basis, the position vector of the material particle in the current and reference configuration, in general would be different.

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev
Figure 3.2: Schematic of deformation of a cube (X position vector of a typical material particle in the reference configuration, x position vector of the same material particle whose position vector in the reference configuration is X in the current configuration, u displacement vector of this material particle).

The first and second total time derivatives of the motion field is called the velocity and acceleration respectively. Thus
Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

We note that both the velocity and acceleration can be expressed as a Lagrangian field or Eulerian field. From the definition of the displacement (3.27) it can be seen that the velocity and acceleration can be equivalently written as,

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev  


Gradient of displacement 
As we have seen before, the displacement field can be expressed as a Lagrangian field or Eulerian field. Thus, we can have a Lagrangian displacement gradient, H and a Eulerian displacement gradient, h defined as

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Recognize that these gradients are not the same. To see this, we compute the displacement gradient in terms of the deformation gradient as

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev


Example 
A certain motion of a continuum body in the material description is given in the form:

x1 = X− exp(−t)X2, x2 = exp(−t)X1 + X2, x3 = X3,            (3.35)

for t > 0. Find the displacement, velocity and acceleration components in terms of the material and spatial coordinates and time. Also find the deformation and displacement. Assume that the same Cartesian coordinate basis and origin is used to describe the body both in the current and the reference configuration.
It follows from (3.27) that

û = − exp(−t)X2E1 + exp(−t)X1E2.                                  (3.36)

Similarly, from (3.30) we obtain

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Inverting the motion field (3.35) we obtain

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Substituting (3.39) in (3.36), (3.37) and (3.38) we obtain the Eulerian form of the displacement, velocity and acceleration fields as Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Here we have made use of the fact that the same Cartesian basis vectors are used to define both the current and the reference configuration. Next, we compute the deformation gradient to be

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

and the Lagrangian and Eulerian displacement gradient as

Displacement, Velocity and Acceleration Civil Engineering (CE) Notes | EduRev

Notice that at t = 0, F ≠ 1, but F tends to 1 as time, t tends to . This just indicates that the configuration chosen as reference is not the one at time t = 0, but at some other time and this is permissible.

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