What are the differences between lumped and consistent mass matrices?
What are the differences between lumped and consistent mass matrices?
lumped mass matrix have diagonal elements only . but consistent mass matrix have element all over the matrix . lumped mass matrix have less accuracy as compared to consistent mass matrix . Lumped mass technique is more general and it is not necessarily diagonal.
What is element mass matrix?
From Wikipedia, the free encyclopedia. In analytical mechanics, the mass matrix is a symmetric matrix M that expresses the connection between the time derivative of the generalized coordinate vector q of a system and the kinetic energy T of that system, by the equation.
How do you derive a consistent mass matrix?
The consistent mass matrix is determined by using the shape functions: The mass matrix becomes. Consider the two beams below each has mass density ρ, modulus of elasticity E, cross-sectional area A, area moment of inertia I, and length 2L. he beam is discretized into (a) two beam elements of length L.
What is lumped mass method?
A lumped-mass method is introduced to study the propagation of elastic waves in two-dimensional periodic systems. First, it is used to calculate the band structure of an array of Pb columns in an epoxy background. Second, the method is applied to the same array of Pb columns in a soft rubber background.
What is meant by lumped mass?
A lumped mass is a load that can be applied to a node in a static stress, natural frequency (modal) or modal superposition analysis. A lumped mass can be used to resist the translation or rotation of a node.
What’s the difference between a consistent and lumped mass matrix?
lumped mass matrix have diagonal elements only . but consistent mass matrix have element all over the matrix . lumped mass matrix have less accuracy as compared to consistent mass matrix .
Which is the best matrix to use for beam elements?
Alternatively, in Abaqus/Standard you can use the McCalley-Archer consistent mass matrix based on the cubic interpolation of deflections and quadratic interpolation of rotations. Use the following option for linear Timoshenko beam elements with beam sections integrated during the analysis:
Which is beam element compatible with shell element?
The beam element that is compatible with the lower-order shell element is the two-noded element. This element is only exact for a constant moment distribution, i.e., applied end moments. Any load between the nodes will not lead to an exact solution.
What are the approaches to beam and shell?
Various solution approaches have been proposed: • Use of general beam and shell theories that include the desired nonlinearities. – With the governing differential equations known, variational formulations can be derived and discretized using finite element procedures.