/ADMAS
Block Format Keyword Assign additional non-structural mass to nodes or a group of nodes. Optionally the total additional non-structural mass of a part or a group of parts can be defined (applied to shells and solids only) or a surface mass can be assigned to a surface and Radioss would then compute the added node based mass value using area (volume) - weighted distribution.
Format
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
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/ADMAS/type/admas_ID/unit_ID | |||||||||
admas_title |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
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Mass | grnd_ID |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
Mass/Area | surf_ID |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
Mass | grpart_ID | IFLAG |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
Mass1 | node_ID1 | ||||||||
Mass2 | node_ID2 | ||||||||
etc | etc | ||||||||
MassN | node_IDN |
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
Mass1 | part_ID1 | IFLAG | |||||||
Mass2 | part_ID2 | IFLAG | |||||||
etc | etc | IFLAG | |||||||
MassN | part_IDN | IFLAG |
Definitions
Field | Contents | SI Unit Example |
---|---|---|
type | Input type.
|
|
admas_ID | Added mass block
identifier. (Integer, maximum 10 digits) |
|
unit_ID | Unit Identifier. (Integer, maximum 10 digits) |
|
admas_title | Added mass block
title. (Character, maximum 100 characters) |
|
Mass | Added
mass. (Real) |
|
Mass/Area | Added mass per unit
area. (Real) |
|
grnd_ID | Node group to which the
mass is added (Integer) |
|
surf_ID | Surface to which the mass
per unit area is added. (Integer) |
|
grpart_ID | Part group to which the
mass is added. (Integer) |
|
node_IDN | Node to which the mass is
added. (Integer) |
|
part_IDN | Part to which the mass is
added. (Integer) |
|
IFLAG | Flag to switch between
area weighted distribution and volume weighted distribution of the
added mass to parts).
(Integer) |
Comments
- This option cannot be used in a 2D axisymmetrical analysis.
- Final mass replaces structural mass and final mass for each node must be greater than structural mass. In other words, non-structural mass for each node must be greater than zero. The element time step is not affected by the addition of non-structural mass since the nodal time step changes.
- Using /ADMAS additional mass and final mass is in the part level and the node level, not in the element level.
- Area or volume weighted distribution of the mass does not account for density of components (referred to the part-group). Therefore, for reasonable distribution of the mass, it is advisable to have the same material and property definition in components of the part group.