PyFlex
1.0
Riser cross section analysis
|
Go to the source code of this file.
Namespaces | |
coefficients | |
Functions | |
def | coefficients.analytical_contact_pressures (sigma, alpha, n, A, R, t, p_int, p_ext) |
def | coefficients.critical_curvature (slenderobject, contact_pressure, frictionfactors=np.array([5, 5, 5])) |
def | coefficients.local_bending (thickness, width, alpha, theta, phi, e, r, type, bend_model="Savik") |
def | coefficients.tension_stress_history (t_eff, p_int, p_ext, alpha, R, thick, A, E, n) |
def | coefficients.bending_stress_history (slenderobject, curvhist, ntheta=16, nphi=16, bend_model="Savik") |
def | coefficients.stick_stress (model, curv, critcurv, theta=None) |
def | coefficients.fric_stress (curv, eps_mat, sig_mat, midpoint) |
def | coefficients.max_stickstress (model, critcurv) |