Hello,
Is there any way to apply residual stress at castellated beams (initial internal stress in static equilibrium that cause no strain at the members) ?
Thank you in advance.
Hello,
Is there any way to apply residual stress at castellated beams (initial internal stress in static equilibrium that cause no strain at the members) ?
Thank you in advance.
i guess you can reduce axial & flexural stiffenss to 80%