

Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
The concept of volumetric strain in the context of solid mechanics. The author explains how to calculate the volumetric strain using strain invariants and provides physical interpretations. The document also highlights the significance of volumetric strain in relation to normal and shear strains.
Typology: Exercises
1 / 3
This page cannot be seen from the preview
Don't miss anything!


The volumetric strain is the unit change in volume due to a deformation. It is an important measure of deformation and is discussed in what follows.
Analogous to Eqn 3.5.1, the strain invariants are
1 2 2
xx yy xx yy xy
Strain Invariants (4.3.1)
Using the strain transformation formulae, Eqns. 4.2.2, it will be verified that these quantities remain unchanged under any rotation of axes.
The first of these has a very significant physical interpretation. Consider the deformation of the material element shown in Fig. 4.3.1a. The unit change in volume, called the volumetric strain , is
( )( )
(1 (^) xx )(1 (^) yy ) 1
xx yy xx yy
V a a b b ab V ab
terms, and the volumetric strain in that case is given by
xx yy
(^) Volumetric Strain (4.3.3)
Figure 4.3.1: deformation of a material element; (a) normal deformation, (b) with shearing
Since by Eqn. 4.3.1 the volume change is an invariant, the normal strains in any coordinate system may be used in its evaluation. This makes sense: the volume change
x
y
a
b
a
b
x
y
a
b
a
b
(a) (b)
d
c
Section 4.
cannot depend on the particular axes we choose to measure it. In particular, the principal strains may be used:
1 2
The above calculation was carried out for stretching in the x and y directions, but the result is valid for any arbitrary deformation. For example, for the general deformation
shown in Fig. 4.3.1b, the volumetric strain is V / V (^) xx (^) yy (^) xx yy c / a (^) d / b ,
which again reduced to Eqns 4.3.3, 4.3.4, for small strains.
An important consequence of Eqn. 4.3.3 is that normal strains induce volume changes , whereas shear strains induce a change of shape but no volume change.
4.3.2 Three Dimensional Volumetric Strain
A slightly different approach will be taken here in the three dimensional case, so as not to simply repeat what was said above.
is viewed along the principal directions in Fig. 4.3.2b, for which only normal strains arise.
The volumetric strain is:
1 2 3 1 2 3
V a a b b c c abc V abc
and the squared and cubed terms can be neglected because of the small-strain assumption.
Since any elemental volume such as that in Fig. 4.3.2a can be constructed out of an infinite number of the elemental cubes shown in Fig. 4.3.3b, this result holds for any elemental volume irrespective of shape.