laws:hilsh
Differences
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laws:hilsh [2019/10/14 13:22] helene created |
laws:hilsh [2020/08/25 15:46] (current) |
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| \] | \] | ||
| With | With | ||
| - | |$\alpha_1 = 1$ | $\alpha_3 = 1$ | $R_x = \frac{1 + r_x}{2 r_x}| | + | |$\alpha_1 = 1$ | $\alpha_3 = 1$ | $R_x = \frac{1 + r_x}{2 r_x}$| |
| |$\alpha_2 = R_z / R_X$ | $\alpha_{12} = 1/R_x$ | $R_x = \frac{1 + r_z}{2 r_z}$| | |$\alpha_2 = R_z / R_X$ | $\alpha_{12} = 1/R_x$ | $R_x = \frac{1 + r_z}{2 r_z}$| | ||
| Line 65: | Line 65: | ||
| Warning: The first point is the end of the elastic behaviour.\\ | Warning: The first point is the end of the elastic behaviour.\\ | ||
| After the last point, tangent modulus is kept. | After the last point, tangent modulus is kept. | ||
| + | |||
| + | {{ :laws:hilsh1.png?600 |}} | ||
| + | |||
| ===== Results ===== | ===== Results ===== | ||
| ==== Stresses ==== | ==== Stresses ==== | ||
| Line 71: | Line 74: | ||
| |SIG(3)|M1, moment associated to the x‑direction| | |SIG(3)|M1, moment associated to the x‑direction| | ||
| |SIG(4)|M2, moment associated to the z‑direction| | |SIG(4)|M2, moment associated to the z‑direction| | ||
| - | |SIG(5)|T , shear effort| | + | |SIG(5)|T, shear effort| |
| - | {{ :elements:epsilon_sigma_graphic.png |}} | + | {{ :laws:hilsh2.png?400 |}} |
| - | {{ :elements:x_y_z_graphic.png |}} | + | |
| ==== State variables ==== | ==== State variables ==== | ||
laws/hilsh.1571052178.txt.gz · Last modified: 2020/08/25 15:35 (external edit)
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