The Finite Element Method for the Analysis of Non-Linear and ...
The Finite Element Method for the Analysis of Non-Linear and ...
The Finite Element Method for the Analysis of Non-Linear and ...
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Timoshenko Beam<br />
Substituting <strong>the</strong> relations into U<br />
Substituting <strong>the</strong> relations into U<br />
Substituting <strong>the</strong> relations into U<br />
I - moment <strong>of</strong> inertia<br />
I -moment - A -<strong>of</strong> <strong>of</strong> cross-sectional inertia, A-cross-sectional area area<br />
A<br />
- cross-sectional area<br />
Galerkins<br />
Galerkin’s<br />
Approximation<br />
Approximation<br />
(<strong>Linear</strong><br />
(<strong>Linear</strong><br />
shape<br />
shape<br />
functions)<br />
functions)<br />
Galerkin’s Approximation (<strong>Linear</strong> shape functions)<br />
<strong>Element</strong> stiffness<br />
<strong>Element</strong> stiffness<br />
<strong>Element</strong> stiffness<br />
Institute <strong>of</strong> Structural Engineering <strong>Method</strong> <strong>of</strong> <strong>Finite</strong> <strong>Element</strong>s II 34