Elastic Moduli
The section discusses elastic moduli that define how materials respond to applied stresses. When materials deform under stress, three main types of elastic moduli are observed:
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Young’s Modulus (Y): This modulus is defined as the ratio of tensile (or compressive) stress (C3) to longitudinal strain (B5). It is symbolized as Y = C3/B5. This relationship indicates that the amount of stretching or compressing a material experiences is proportional to the applied force per unit area, within the elastic limits of the material.
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Shear Modulus (G): This modulus measures the ratio of shear stress (C3_s) to the corresponding shear strain. It is defined as G = C3_s / (94x/L), where 94x is the change in displacement and L is the original length. The shear modulus portrays how materials deform when forces are applied parallel to a face.
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Bulk Modulus (B): The bulk modulus defines a material’s response to uniform pressure applied in all directions. It is expressed as B = -p/(94V/V), where p indicates the pressure change and 94V/V represents the volume strain. A positive bulk modulus implies that an increase in pressure leads to a decrease in volume.
Understanding these moduli is important for various applications in structural and mechanical engineering, where it informs the design and selection of materials.