Data Structure: Damping_nodal_data |
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Description |
"Damping data" data structure for the geomechanical field |
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Damping_nodal_data NUM=ival where ival is the data structure number |
Description |
Overview The Damping_nodal_data structure defines percentage damping on geometry entities based on an estimated value of the lowest vibration frequency computed using the Rayleigh quotient. It may be applied to the complete problem domain or in specific regions e.g. specific boundaries in a wave propagation problem.
The prescribed percentage of damping is a mass proportional damping defined in the form: C =α*M Or in given the diagonal form of the mass matrix:
The lowest frequency ( Ωmin) of the current deformation mode can be estimated by the Raleigh quotient defined as:
The upper bound of the oscilation frequencies is defined by the critical time step as:
The frequency used in the evaluation of mass proportional damping is the minimum frequency evaluated by the two methods above. This constraint is applied to prevent inappropriate frequencies that may result if the approximation fort Kij is poor (e.g. due to local instabilities). The proportionality constant ( α) is evaluated every time step so that the fluctuating effective stiffness of the system is accounted for. Higher frequencies are damped more strongly than lower frequencies and so diminish first and consequently α tends to a constant value as the quasi-static solution is approached.
Notes •Only one Damping_nodal_data data structure may be specified and re-specification will overwrite the existing data structure •Percentage damping is specified in the range 0 < damp < 1, where 0.1 corresponds to 10% damping of the lowest eigenvalue •Generally percentage damping is specified in the range 0.01 - 0.03 (recommended value 0.02). If larger values of damping are specified they can result in significant over-damping of higher frequencies
Examples demonstrating the usage of Damping_nodal_data include: •damp_2d4n_001a •damp_2d4n_001b •damp_2d4n_001c
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Percentage_damping Percentage damping (0 < damp < 1) |
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Defines one or more dataset of percentage damping (0 < damp < 1). The data is defined as a series of damping sets in component form; i.e.
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Damping_volumes Volume assignment data with damping |
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Defines the volumes within the problem domain to which damping is applied. The data is provided in two rows where: •Row 1 - List of volumes which will be assigned a damping set •Row 2 - Damping set assigned to the volumes specified in row 1
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Damping_surfaces Surface assignment data with damping |
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Defines the surfaces within the problem domain to which damping is applied. The data is provided in two rows where: •Row 1 - List of surfaces which will be assigned a damping set •Row 2 - Damping set assigned to the surfaces specified in row 1
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Damping_lines Line assignment data with damping |
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Defines the lines within the problem domain to which damping is applied. The data is provided in two rows where: •Row 1 - List of lines which will be assigned a damping set •Row 2 - Damping set assigned to the lines specified in row 1
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Damping_points Point assignment data with damping |
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Defines the points within the problem domain to which damping is applied. The data is provided in two rows where: •Row 1 - List of points which will be assigned a damping set •Row 2 - Damping set assigned to the points specified in row 1
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