Related Experiment Video
Updated: Sep 12, 2025

A Guide to Build a Highly Inclined Swept Tile Microscope for Extended Field-of-view Single-molecule Imaging
Published on: April 8, 2019
The TPS soft x-ray bendable mirror clip design and slope error analysis
Ming-Ying Hsu1, Hok-Sum Fung1, Shang-Wei Lin1
1National Synchrotron Radiation Research Center, 30076 Hsinchu, Taiwan.
Abstract:
The TPS Phase III soft x-ray beamlines, designated as 33, 35, and 43, employ bendable mirrors to achieve the required optical performance across a broad energy range. All mirrors, except for the grating mirrors, are designed with adjustable height and position to optimize alignment. The mirrors are secured to the bending mechanism using specially designed clips and bolt joints. During bending, the mirror surface deformation can be approximated by second- and third-order polynomial terms, which must be removed to minimize optical aberrations. After applying these corrections, the residual slope error in the useful optical area must remain below ±1.5 × 10-6 rad to meet performance criteria. Therefore, the design of the mirror clip and the precise application of bolt joint forces are critical to achieving high-accuracy figure control. This study systematically investigates how varying bolt joint forces at the mirror clip can compensate for high-order residual deformations. Finite element method simulations were conducted to determine optimal force distributions, providing guidance for experimental setup and safe mounting conditions. In experiments, the bolt joint forces were adjusted using a calibrated torque wrench, while the long trace profiler continuously measured the slope error to identify the configuration yielding the widest functional optical area with minimal residual error.
Related Concept Videos
Unsymmetric Bending - Angle of Neutral Axis
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
Bending of Material: Problem Solving
Bending of Curved Members - Strain Analysis
The important part of bending analysis for such a member...
Errors in Taping
Beams with Unsymmetric Loadings
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
Design of Prismatic Beams for Bending

