SITCOMTN-081

Oscillations in the hardpoint forces of M1M3

By:

• Peter S. Ferguson

Abstract

This technote contains describes oscillations seen in the M1M3 cell hardpoint forces, these events are particularly important to understand in order to verify that it is safe to put glass on the M1M3 mirror cell. In this technote we discuss a few types of oscillations:

1. Oscillations During Slews

   • identification of events: SITCOMTN_81_identify_oscillations_during_slew

   • events caused by azimuth topple blocks: SITCOM-1390_topple_block_vibration

   • events with unknown cause: SITCOMTN_81_characterize_oscillations_during_slew

2. Strong Continuous oscillations: SITCOMTN-081_strong_vibration_analysis

3. Oscillations due to an earthquake (link to notebook, no m1m3 data)

The data analyzed in this technote is mainly made up of events during the dynamic testing of M1M3 in the second half of 2023. The relevant requriements are

• LVV-11306: All vibration sources from the mirror support system combined SHALL not produce more than +/- 0.38 micron of mirror piston motion, +/0.23 micron of mirror decenter and +/ 1 e-6 degree of mirror tilt (RMS values) (see document-7271).

• For repeating oscillations we want the amplitude of oscillations be 1/10? of breakaway force (3000N), or less than 300N (where is requirement for this). See disscussion under GSCN4 in this confluence page.

A summary of the analysis in this technote can be found in the below table.

Type of Hardpoint Oscillation	Amplitude [N]	Repeating	Cause	Requirements [N]
Azimuth Slews	###	Yes	topple blocks	< 300
Elevation Slews	###	Yes	Unkown	< 300
Strong continuous oscillation	###	No	control software	< 3000
Earthquake	No M1M3 Data	Yes	Mag ~6 earthquake	< 3000

Introduction

The structure of this technote is as follows, first we discuss oscillation events during a slew. This includes the identification and characterization of these events as well as possible causes. Then, we present a select set of other oscillations that occured outside of slewing conditions.

• Identification of slew events

• characterization of oscillation events

• hardpoints

• IMS

• force actuators

• TMA

• Fourier transform of everything

• continuous oscillations at low elevation

For the M1M3 oscillations during a slew w

Oscillations During Slews

Identification of events

These oscillation events were originally discovered by visual inspection of the measured forces on the hardpoint actuators during a slew. This data can be accessed in the EFD under the table lsst.sal.MTM1M3.hardpointActuatorData with the columns starting with measuredForce. To identify the oscillation events during a slew we used a rolling standard deviation of the measured force on each of the six hardpoints. A 2 second window was used for the rolling and all peaks with a standard deviation above 100 N were flagged. Next, for each hardpoint individually peaks within 2 seconds were combined in order to only flag once on each potential oscillation event. Then, we used a 4-second window to combine peaks across hardpoints only keeping events that are detected in more than 4 of the hardpoints.

An example of how oscillation events are identified is shown in figure 1.

Fig. 1 Chronograf screenshot of elevation torque during oscillation event.

Fig. 2 This figure shows the elevation of the TMA (Telescope Mount Assembly) as an orange line, the colored points show a rolling standard deviation of the hardpoint measured forces (0-5). Oscillations are initially flagged as times during a slew with large peaks in the rolling standard deviation of at least 4 of the hardpoint forces. The red diamonds in this plot note two of these flagged events.

Oscillations during azimuth slews

Figure blah show

Caption for the image.

Oscillations during elevation slews

• types of these events we see (upward and downward shift)

• we see in the ims data as well

• amplitude of these slews are small

• still do not know the cause of these events

Oscillation during elevation slews

During the period from April 2023 to June 2023, several tests were performed on elevation only slews that showcased small oscillations. Currently (September 2024) the origin of these are unknown but they do not seem to compromise the hardpoint limits. Some examples are shown in the following plots. In all cases, it is required that the MTM1M3.logevent_detailedState is ACTIVE or ACTIVEENGINEERING, corresponding to hardpoints being active (mirrors ‘raised’).

A typical distribution of maximum force on any individual hardpoint for the slews in this period looks like this:

A more relevant strong oscillation is described in the next section.

Strong continuous oscillation

Summary of event

On June 27th, during M1M3+TMA integration tests, observers noticed a powerful vibration on the TMA and M1M3. The observers described noises similar to hammers hitting metal plates. This was the only time such an event happened. A summary of the event is as follows:

1. the gateway tests were completed at 5% speed (Block 34).

2. during a slew the strong vibrations started at 2023-06-28 01:08 UTC and lasted 12 minutes until 01:20 UTC. These vibrations were driven by the TMA elevation drives, not another subsytem.

3. In response, the force balance system was disabled and the mirror was lowered.

More details can be found in the test log (2023, 06, 27 - M1M3 Test Log), and jira ticket SITCOM-1089. It is thought that this event occurred because the TMA was slewed/homed with the force balance system on, subsequently the control software was changed to not allow this state in the future. But, this event gives us the opportunity to understand how large vibrations will affect the M1M3 cell. In particular, we wanted to understand if the TMA driven oscillations resonated with the M1M3 force balance system causing a positive feedback loop in the force on the mirror.

Fig. 3 Chronograf screenshot of elevation torque during oscillation event.

Fig. 4 Zoom in of oscillations showing periodic behavior.

The above images show the TMA torque behavior during this event. The 12-minute duration can be seen with a peak to peak amplitude of ~500k Nm (+/- 250k).

Fig. 5 Chronograf screenshot of hardpoint forces during event.

The above image shows the hardpoint forces, it can be noted that the event starts at 01:08. To begin with the mirror was raised with the force balance system was active, then at 01:11:15 the force balance system was deactivated, starting at 01:11:45 the mirror was lowered and it reached the static supports at ~01:15:15. If the M1M3 cell had any positive feedback during the event, we would expect the amplitude of the hardpoint measured forces to change with time. Or we would expect the observed frequencies of the oscillation to change with the state of the M1M3. Based on the measured force image above the amplitude is roughly constant for each state of the mirror, and the Mirror did not break away. what is requirement for continuous oscillation: LTS-88-REQ-0065 All vibration sources from the mirror support system combined SHALL not produce more than +/- 0.38 micron of mirror piston motion, +/0.23 micron of mirror decenter and +/ 1 e-6 degree of mirror tilt (RMS values) LVV-11306 Below we show a PSD of the event computing it for the total event, and each of the different states of the M1M3 during the event. We see no evolution of the vibrations during the state changes of the M1M3 cell. From this we conclude the cell was driven by the TMA but did not contain any positive feedback or coupling with the TMA, for this event.

Fig. 6 PSD of hardpoint forces for 3 of the hardpoints showing no evolution with M1M3 state (different colored lines). The black vertical lines show the vibration peaks identified in the TMA torque. It can be seen that there are a few vibration peaks in the hardpoints not seen in the TMA torque.

Vibration due to the topple block

There are two topple blocks at az -70 and az -50 to detect the direction of the rotation in azimuth and to prevent TMA from slewing in one direction over the maximum angle of its rotation. While hitting the topple block and flipping it, it generates vibration and we have studied the vibration and the hardpoint forces fluctuating due to the topple blocks.

On 2023 November 29, this is the histogram of the angle where vibration event due to topple blcok was happening.

The result matched with the actual position of the topple block, and it hits the topple block according to the direction TMA is rotating from, few degrees up and down from the center of topple block.

Following plots show one event of vibration while TMA was moving in azimuth from -25 to -125 degrees.

Vibration itself “during” the slew doesn’t affect the settling time or other specifications, but the forces on the hard point due to the vibration matters.

Plots above shows the hard point forces Fx, Fy, Fz, and the plot below shows the hard point measured forces on each Hp.

Following plot shows hard point measured forces on 2024. 01. 04 to compare with the data from 2023. 11. 29, according to the comment on Slack that it was improved

On 2024. 04. 04, there was a ticket SUMMIT-8775 of TMA topple block shock absorber repair, but we don’t have M1M3 data on TMA after that, yet.

Earthquake Response

We study whether the mag~6 earthquake events are safe for the mirror. There are two dates with large aearthquakes:

• 2023-09-06 23:48:15 UTC

• 2023-10-31 12:33:43 UTC

Analysis for the evening’s event: 2023-09-06

Acceleration

1.1. Total acceleration telemetry for each of the 3 m1m3 vms channels: It is easy to visually determine the moment when the earthquake begins and the movements are recorded.

1.2. Plot of total acceleration telemetry (with an offset) of each axis (xyz) of each channel of the m1m3 vms channels:

We analyze each of the channels separately and in the three axes. In case we could see if one of the axes is more affected than the others.

1.3. Plot of total acceleration telemetry (with an offset) of each axis (xyz) of the m1m3 vms channels:

Now we combine the different axes (x,y,z), where we can see that the x axis is the most affected by the earthquake movements. The limit required to keep the mirror safe during a mag 6 earthquake must be less than 3000 N. To study this we have to analyze the HP forces along the same axes and compare it with the accelerations.

Unfortunately, we cannot do this analysis because the telescope was stationary and there is no TMA information for 2023.09-06.

PSD (Power Spectral Density)

We are going to analyze the Power Spectral Density

2.1. A Power Spectral Density (psd) of each axis (xyz) of each channel of the m1m3 vms data

We change the x-axis to better visualise the data.

Analysis for the evening’s event: 2023-31-10

Unfortunately, for the second night to be analyzed, 2023-31-10, where there was an earthquake event with mag~6, no information is available. Therefore, it is not possible to make any kind of analysis.