=+Problem 6.5 Consider a free-free beam element as depicted in Figure 6.8. Similar to what was done
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=+Problem 6.5 Consider a free-free beam element as depicted in Figure 6.8. Similar to what was done in Example 6.4 we want to factorize the stiffness matrix and compute the rigid body modes. However now we assume that the beam element is prestressed by a force N0 so that the total stiffness matrix includes, in addition to the elastic part, also a geometric contribution
(see page 376). For this case you are asked:
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Related Book For 
Mechanical Vibrations Theory And Application To Structural Dynamics
ISBN: 9781118900208
3rd Edition
Authors: Michel Geradin, Daniel J. Rixen
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