- #1
JolileChat
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Hello.
Supose that we have a cantilever beam.
For a small force P applied at the free side of the beam, we can find an expression for the maximum deflection:
[tex]\delta=\frac{P l^3}{3 E I}[/tex]
If we want to use this beam as a string, we can find its equivalent stiffnes noting that [tex]P=K_{eq} \delta[/tex], so
[tex]K_{eq} = \frac{3 E I}{l^3}[/tex]
In the case of large forces (and large deflections), it is known that the equivalent stiffness will have cubic powers of the deflection. Does anyone know a good reference on how to find the expression for this new relation force versus deflection with the cubic terms?
Supose that we have a cantilever beam.
For a small force P applied at the free side of the beam, we can find an expression for the maximum deflection:
[tex]\delta=\frac{P l^3}{3 E I}[/tex]
If we want to use this beam as a string, we can find its equivalent stiffnes noting that [tex]P=K_{eq} \delta[/tex], so
[tex]K_{eq} = \frac{3 E I}{l^3}[/tex]
In the case of large forces (and large deflections), it is known that the equivalent stiffness will have cubic powers of the deflection. Does anyone know a good reference on how to find the expression for this new relation force versus deflection with the cubic terms?