Hooke's Law (uniaxial stress) ${strain}_{y, z}$ $"strain"_(y,z)$

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MichaelBartmess

on

Jul 24, 2020, 6:28:07 PM

Created by

MichaelBartmess

on

Dec 8, 2013, 10:02:31 AM

ε_{x} = # s i g \frac{x}{#} E

$epsilon_x = #sigx / #E$

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

$ε_{y}$ $epsilon_y$ = $ε_{z}$ $epsilon_z$ = 0

This equation, Hooke's Law (uniaxial stress)

{strain}_{y, z}

$"strain"_(y,z)$ , references 0 pages

This equation, Hooke's Law (uniaxial stress)

{strain}_{y, z}

$"strain"_(y,z)$ , is used in 0 pages

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Hooke's Law (uniaxial stress) ${strain}_{y, z}$ $"strain"_(y,z)$

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Hooke's Law (uniaxial stress) ${strain}_{y, z}$ $"strain"_(y,z)$