Vibroacoustic Simulation. Alexander Peiffer

(1.91)

      Using the complex amplitude notation of harmonic motion this leads to:

       (1.92)

      For every mass m_i at node i the local mass matrix is depending on the available degrees of freedom for each mass node. For a two-dimensional system with {q}i={ui,vi}T we get:

       (1.93)

The local matrices must by assembled for all degrees of freedom, so the system from Figure 1.17 will have the follwing mass matrix:

       (1.94)

      1.4.2 Assembling the Stiffness Matrix

      A similar procedure is applied to the springs and the related stiffness matrix. Every spring k_i connects different points in space, so there are at least two nodes involved, unless the spring is connected to a rigid wall. Inspecting the spring in Figure 1.18 the force balance is:

(1.95)

      Figure 1.18 Spring and damper connection of two nodes. Source: Alexander Peiffer.

Springs connected to rigid walls are treated differently. In that case the DOF at the wall is constrained. Here for example u1=0, and we get for Equation (1.95)

       (1.96)

      If the spring is connected to the wall, only u₂ changes with applied forces, and the reaction force in the constraint is −ksu2. Practically that is the reaction force that must be provided by the wall to keep the node in place. In the finite element terminology these constraints are called single point constraints (SPC).

      The local matrices must be distributed among the global stiffness matrix [K]. For better visibility this is done for springs 2 and 4. The place of the local matrix of spring 2 in the global stiffness matrix follows from the u₁ and u₂, the position of spring 4 from v₁ and v₃.

       (1.97)

      For the system from Figure 1.17 and putting all free and constraint springs together we get:

      

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