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Consider the following statements:

1. In the infinitesimal strain theory, dilatation is taken as an invariant.

2. Dilatation is not proportional to the algebraic sum of all normal stresses.

3. The shearing modulus is always less than the elastic modulus.

Which of the above statements is/are correct?


1. 1 only
2. 1 and 2 only 
3. 2 only 
4. 1, 2 and 3

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Correct Answer - Option 4 : 1, 2 and 3

Statement I: True and Statement II: True

The term ‘dilation’ means a change in the volume of material due to the application of load or we can say that dilation is the volumetric strain in the material.

The ‘invariant’ means constant (does not change).

The volumetric strain is given by:

\({ \in _v} = \;{ \in _x} + \;{ \in _y} + \;{ \in _z} + \;{ \in _x}{ \in _y} + \;{ \in _z}{ \in _{y\;}} + \;{ \in _x}{ \in _z} + { \in _x}{ \in _y}{ \in _z}\;\)

In infinitesimal strain theory, displacement of material is much smaller than any relevant dimension of the body so that its geometry and properties of material can be assumed to be unchanged.

\({ \in _{\rm{x}}}{ \in _{\rm{y}}} + {\rm{\;}}{ \in _{\rm{z}}}{ \in _{{\rm{y\;}}}} + {\rm{\;}}{ \in _{\rm{x}}}{ \in _{\rm{z}}} + { \in _{\rm{x}}}{ \in _{\rm{y}}}{ \in _{\rm{z}}}{\rm{\;can\;be\;negelcted}}.\)

\({\epsilon_v} = \frac{{\left( {1 - 2\mu } \right)\left( {\;{\sigma _x} + \;{\sigma _y} + \;{\sigma _Z}} \right)}}{E}{\rm{\;}}\)  (If \({ \in _x}{ \in _y} + \;{ \in _z}{ \in _{y\;}} + \;{ \in _x}{ \in _z} + { \in _x}{ \in _y}{ \in _z}\)  is neglected)

i.e. Dilation or volumetric strain is proportional to the algebraic sum of all normal stresses only in case of infinitesimal strain  otherwise not.

a) For a given material, E and μ are constant.

b) In infinitesimal strain theory, follows the stress invariant concept i.e. sum of the normal stresses acting  in three mutually perpendicular directions( x,y,z) is constant.

⇒ \({\sigma _x} + {\sigma _y} + {\sigma _Z} = constant\)

From a) and b) ϵor dilation is constant.

Statement III: True

The relation between Modulus of Elasticity (E) and Shear Modulus (G) is given by:

E = 2G (1 + μ)

E/G = 2(1+μ )

Now, we know that

0 ≤ μ ≤ 0.5 then E/G ratio is,

⇒ 2 ≤ 2(1 + μ ) ≤ 3 i.e. denominator is  greater than 1 in the above equation, the shear modulus ends up being less than the Young’s modulus

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