Modulus of Rigidity & Shear Modulus: Definition & Meaning

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SUMMARY

The discussion focuses on the definitions and applications of the modulus of rigidity and shear modulus, which are essential concepts in material mechanics. Three primary moduli are highlighted: Young's Modulus, Bulk Modulus, and Shear Modulus, with specific formulas provided for each. The relationship between shear stress and shear strain is defined by Hooke's Law in the elastic-linear region, expressed as τ = Gγ, where G represents the modulus of rigidity. Additionally, the equation G = E/2(1+U) is mentioned, indicating the relationship between shear modulus and modulus of elasticity.

PREREQUISITES
  • Understanding of stress and strain concepts
  • Familiarity with Hooke's Law
  • Knowledge of material properties, specifically Young's Modulus and Bulk Modulus
  • Basic principles of structural mechanics
NEXT STEPS
  • Research the derivation of the shear modulus and its applications in engineering
  • Study the relationship between shear strain and shear stress in multi-dimensional contexts
  • Explore the significance of axial rigidity in prismatic beams
  • Learn about the practical applications of the modulus of elasticity in various materials
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Engineering students, material scientists, and structural engineers seeking to deepen their understanding of material properties and their implications in design and analysis.

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what is modulus of rigidity and shear modulus? What do they define?
 
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There are three moduli of rigidity:
1. Young's Modulus
2.Bulk Modulus
3.Shear Modulus

Modulus is generally defined as Stress/Strain

1.Young's Modulus is generally used for solid materials( In problems, for wires..)

Y= \frac{Longitudinal Stress}{Longitudinal Strain}

2. Bulk Modulus is generally used for Liquids and Gases

B= \frac{Volumetric Stress}{Volumetric Strain}

3. Shear Modulus is used where tangential stress is applied and the object bends or tangentially bends making some angle with vertical.

I assume you know what stress and strain is.
 
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Rigidity is the required force to produce a unit incrementum of length.

In prismatic beams, the product of EA is known as axial rigidity.

\delta = \frac{PL}{EA}

where \delta is the change in length, P is the force applied at the centroid, L is the original length, E is the modulus of elasticity (assuming the material is at the elastic-linear region) and A is the cross sectional area. Of course this is for Homogenous materials.

In general the rigidity will be a measure of a structural member "opposing the change in length", with rigidity it's often used flexibility, which is inverse to the rigidity.
 
Maybe you are referring to the modulus of elasticity in shear stress, also know as modulus of rigidity.

According to Hooke's Law in shear (elastic-linear region)

\tau = G \gamma

where \tau is the shear stress, G is the modulus of rigidity or elasticity in shear and \gamma is the angle of distorsion or the unit deformation.

The rigidity here is about measuring the structural element resistance to the "change of its shape".
 
Last edited:
what does the product of rigidity modulus and moment of inertia of a beam mean??
 
can some one please tell me the derivation of modulus of rigidity or shear modulus i stuck
i need to finish with this equation:

G=E/2(1+U) please help out if you can

thanks
 
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rotin089 said:
can someone tell me in brief about modulas of elasticiy along with pictures
 

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