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*SLOAD
Data format:
An arbitrary number of lines comprising 6 values each
IP IDIR AMPFOR PERFOR PHIFOR IREF
Status:
Optional
Purpose:
To define concentrated loads : $$ F = AMP_{for} \cos(\frac{2\pi}{PER_{for}}t + PHI_{for}) $$
Restriction:
The node IP must have been previously defined (keyword *NODES)
Detail:
Parameter | Description |
---|---|
IP | Identification number of the node where the |
force is to be applied | |
IDIR | Index for the direction of the applied force In the co-ordinate system IREF \((\vec{u}_1, \vec{u}_2, \vec{u}_3)\) : 1 - force 4 - moment along \(\vec{u}_1\) 2 - force 5 - moment along \(\vec{u}_2\) 3 - force 6 - moment along \(\vec{u}_3\) |
AMPFOR | Amplitude of the load (force or moment) |
PERFOR | Period of the load |
PHIFOR | Phase angle of the load with respect to the wave (degrees) |
IREF | Reference number of the co-ordinate system \((\vec{u}_1, \vec{u}_2, \vec{u}_3)\) defined with BCREFGLO or BCREFLOC ( default = 0 : global co-ordinate system \((\vec{e}_1, \vec{e}_2, \vec{e}_3)\) ) |
Note
During the first period this expression is multiplied by a factor t/RAMP in order to provide a progressive application of the prescribed sinusoidal load. RAMP is Max(RAMPTIME,PERFOR) (see keyword *RAMPTIME)
Example:
*SLOAD
1 2 10000. 16. 0.
Node 1 is loaded in the Y-direction by a force of 10000. N with a period of 16 seconds. The loading is in phase with respect to the wave.