Elastic Moduli
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369741 A uniform bar of length ' \(L\) ' and cross-sectional area ' \(A\) ' is subjected to a tensile load ' \(F\) '. ' \(Y\) ' be the Young's modulus and ' \(\sigma\) ' be the poisson's ratio then volumetric strain is

1 \(\dfrac{F}{A Y}(2-\sigma)\)
2 \(\dfrac{F}{A Y}(1-\sigma)\)
3 \(\dfrac{F}{A Y} \cdot \sigma\)
4 \(\dfrac{F}{A Y}(1-2 \sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369742 There is no change in the volume of a wire due to the change in its length on stretching. The Poisson's ratio of the material of the wire is:

1 \(-\dfrac{1}{2}\)
2 \(+\dfrac{1}{2}\)
3 \(-\dfrac{1}{4}\)
4 \(+\dfrac{1}{4}\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369743 Relation between \(Y,\,K\& \,\sigma \) is

1 \(Y=K(1-\sigma)\)
2 \(Y=2 K(1+\sigma)\)
3 \(Y=3 K(1-2 \sigma)\)
4 \(Y=2 K(1-\sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369744 For homogenous isotropic material, which one of the following cannot be the value of Poisson's ratio?

1 0.1
2 -1
3 0.5
4 0.8
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PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369741 A uniform bar of length ' \(L\) ' and cross-sectional area ' \(A\) ' is subjected to a tensile load ' \(F\) '. ' \(Y\) ' be the Young's modulus and ' \(\sigma\) ' be the poisson's ratio then volumetric strain is

1 \(\dfrac{F}{A Y}(2-\sigma)\)
2 \(\dfrac{F}{A Y}(1-\sigma)\)
3 \(\dfrac{F}{A Y} \cdot \sigma\)
4 \(\dfrac{F}{A Y}(1-2 \sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369742 There is no change in the volume of a wire due to the change in its length on stretching. The Poisson's ratio of the material of the wire is:

1 \(-\dfrac{1}{2}\)
2 \(+\dfrac{1}{2}\)
3 \(-\dfrac{1}{4}\)
4 \(+\dfrac{1}{4}\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369743 Relation between \(Y,\,K\& \,\sigma \) is

1 \(Y=K(1-\sigma)\)
2 \(Y=2 K(1+\sigma)\)
3 \(Y=3 K(1-2 \sigma)\)
4 \(Y=2 K(1-\sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369744 For homogenous isotropic material, which one of the following cannot be the value of Poisson's ratio?

1 0.1
2 -1
3 0.5
4 0.8
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369741 A uniform bar of length ' \(L\) ' and cross-sectional area ' \(A\) ' is subjected to a tensile load ' \(F\) '. ' \(Y\) ' be the Young's modulus and ' \(\sigma\) ' be the poisson's ratio then volumetric strain is

1 \(\dfrac{F}{A Y}(2-\sigma)\)
2 \(\dfrac{F}{A Y}(1-\sigma)\)
3 \(\dfrac{F}{A Y} \cdot \sigma\)
4 \(\dfrac{F}{A Y}(1-2 \sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369742 There is no change in the volume of a wire due to the change in its length on stretching. The Poisson's ratio of the material of the wire is:

1 \(-\dfrac{1}{2}\)
2 \(+\dfrac{1}{2}\)
3 \(-\dfrac{1}{4}\)
4 \(+\dfrac{1}{4}\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369743 Relation between \(Y,\,K\& \,\sigma \) is

1 \(Y=K(1-\sigma)\)
2 \(Y=2 K(1+\sigma)\)
3 \(Y=3 K(1-2 \sigma)\)
4 \(Y=2 K(1-\sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369744 For homogenous isotropic material, which one of the following cannot be the value of Poisson's ratio?

1 0.1
2 -1
3 0.5
4 0.8
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369741 A uniform bar of length ' \(L\) ' and cross-sectional area ' \(A\) ' is subjected to a tensile load ' \(F\) '. ' \(Y\) ' be the Young's modulus and ' \(\sigma\) ' be the poisson's ratio then volumetric strain is

1 \(\dfrac{F}{A Y}(2-\sigma)\)
2 \(\dfrac{F}{A Y}(1-\sigma)\)
3 \(\dfrac{F}{A Y} \cdot \sigma\)
4 \(\dfrac{F}{A Y}(1-2 \sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369742 There is no change in the volume of a wire due to the change in its length on stretching. The Poisson's ratio of the material of the wire is:

1 \(-\dfrac{1}{2}\)
2 \(+\dfrac{1}{2}\)
3 \(-\dfrac{1}{4}\)
4 \(+\dfrac{1}{4}\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369743 Relation between \(Y,\,K\& \,\sigma \) is

1 \(Y=K(1-\sigma)\)
2 \(Y=2 K(1+\sigma)\)
3 \(Y=3 K(1-2 \sigma)\)
4 \(Y=2 K(1-\sigma)\)
PHXI09:MECHANICAL PROPERTIES OF SOLIDS

369744 For homogenous isotropic material, which one of the following cannot be the value of Poisson's ratio?

1 0.1
2 -1
3 0.5
4 0.8