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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Beam <strong>Element</strong>s<br />
Euler Bernoulli Beam Assumptions - Kirchh<strong>of</strong>f Assumptions<br />
Normals remain straight (<strong>the</strong>y do not bend)<br />
Normals remain unstretched (<strong>the</strong>y keep <strong>the</strong> same length)<br />
Normals remain normal (<strong>the</strong>y always make a right angle to <strong>the</strong> neutral<br />
plane)<br />
Institute <strong>of</strong> Structural Engineering <strong>Method</strong> <strong>of</strong> <strong>Finite</strong> <strong>Element</strong>s II 15