The phrase "a maximum rotation of" is correct and usable in written English.
It can be used in contexts related to mechanics, physics, or any situation where a limit on rotation is being discussed.
Example: "The device is designed to handle a maximum rotation of 360 degrees without any issues."
Alternatives: "a limit of rotation" or "a maximum degree of rotation".
Sixteen (36%) IOLs rotated clockwise with a maximum rotation of 9 degrees, sixteen (36%) IOLs rotated anti-clockwise with a maximum rotation of 5 degrees, and twelve (28%) IOLs did not rotate.
Chang [ 8] demonstrated in a series of 50 STAAR TL toric IOLs (STAAR, USA) a maximum rotation of 20 degrees and 72% of the IOLs were within 5 degrees of the intended axis.
The SA60TT showed a mean absolute rotation of 2.2 degrees, a maximum rotation of 9 degrees and 95% of IOLs showed 5 degrees or less of rotation (Table 2).
In order to test whether the lethal effects produced in planarians in RPM Experiment 1 were due to the settings for simulated low gravity or to the specific rotation movement induced by the RPM machine, we performed Experiment 2, in which a part of the samples was cultured in a second RPM set to rotate at a maximum rotation speed of 10°/s.
The collision of the Izu-Bonin arc with the outer zone rocks of the Japanese arc has greatly deformed and rotated counterclockwise the Akaishi mountain range to the west of the ISTL, with a maximum rotation angle of 55° (Kano et al., 1990).
A microcentrifuge that reached a maximum rotation speed of 14,000 rpm and which contained specially designed centrifuge tubes was used in the adhesion force measurements.
The reactor has a magnetic stirrer which has a maximum rotation speed of 1,000 rpm.
The proposed probability model is capable of accurately predicting the maximum rotation of a symmetric rocking block given the displacement design spectra, peak ground acceleration, peak ground velocity, and arias intensity of an earthquake.
This paper presents a probability model to predict the maximum rotation of rocking bodies exposed to seismic excitations given particular earthquake intensity measures.
This study aimed to provide a simple and efficient model to calculate a time history of response and construct a pressure impulse (P I) iso-damage curve for a free-standing soil-filled HESCO Bastion (HB) concertainer® wall subjected to blast loading based on the maximum rotation of the wall.
In the parameters required in the determination of ductility, yield and maximum rotation of frame elements were considered.
