Hooke's Law (uniaxial stress) ${strain}_{x}$ $"strain"_x$

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Last modified by

MichaelBartmess

on

Jul 24, 2020, 6:28:07 PM

Created by

MichaelBartmess

on

Dec 7, 2013, 3:54:41 AM

ε_{x} = \frac{σ_{x}}{E}

$epsilon_x = sigma_x / "E"$

Stress_x

$"Stress_x"$

Modulus of Elasticity

$"Modulus of Elasticity"$

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4d4b4d93-5ef3-11e3-84d9-bc764e202424

This equation computes the x component of the strain, $ε_{x}$ $epsilon_x$ in the three dimensional uniaxial stress ( $σ_{y}$ $sigma_y$ = $σ_{z}$ $sigma_z$ = 0) case of Hooke's Law.

The reciprocal term of the equation is 1/E where E is the modulus of elasticity (Young's Modulus) .

$σ_{x}$ $sigma_x$ is the x component of the uniaxial stress

This equation, Hooke's Law (uniaxial stress)

{strain}_{x}

$"strain"_x$ , references 0 pages

This equation, Hooke's Law (uniaxial stress)

{strain}_{x}

$"strain"_x$ , is used in 0 pages

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Hooke's Law (uniaxial stress) ${strain}_{x}$ $"strain"_x$

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Hooke's Law (uniaxial stress) ${strain}_{x}$ $"strain"_x$