Modeling and boundary robust control of flexible beveled puncture needles based on variable length Euler-Bernoulli beam
Related Experiment Video
Updated: Mar 20, 2026

Author Spotlight: Enhancing Microinjection Needle Quality by Wet Beveling
Published on: September 27, 2024
Jie Wang1, Qi Jiang1, Zehou Zhang1
1School of Control Science and Engineering, Shandong University, Jinan, 250061, China.
Abstract:
Flexible beveled puncture needles may undergo lateral deflection in soft tissue due to bevel-induced tip forces, which deteriorates targeting accuracy. To accurately characterize the needle motion during insertion, a coupled ordinary and partial differential equations (ODE-PDE) dynamic model is developed based on the variable length Euler-Bernoulli beam (VL-EB) theory. For the axial insertion subsystem, a nonlinear extended state observer (NESO) with a backstepping controller is developed to regulate insertion in the presence of unknown disturbances. To handle boundary uncertainties caused by the needle's unique structure and other factors, a boundary disturbance observer is proposed for the PDE subsystem. An improved boundary sliding mode controller (SMC) is then constructed for the coupled system, where an auxiliary system is employed to accommodate saturation-induced performance degradation. Rigorous Lyapunov analysis establishes the stability and convergence of the closed-loop system. Finally, simulation results demonstrate that the proposed method effectively suppresses needle bending and ensures robust and effective closed-loop performance under disturbances and input saturation.
Related Concept Videos
Equation of the Elastic Curve
Consider a cantilever beam with a point load at its free end (for instance, a diving board). When analyzing beam deflection with small slopes, the shape of the beam's elastic curve becomes key. The governing equation for this analysis involves the bending moment and the beam's flexural rigidity,...
Elastic Curve from the Load Distribution
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
Deflection of a Beam
Singularity functions, described in an earlier lesson, are powerful mathematical tools that represent discontinuities within a function commonly encountered in structural loading...
Singularity Functions for Bending Moment
Deformation of a Beam under Transverse Loading
The insights from the bending moment diagram extend to...
Euler's Formula for Pin-Ended Columns
To calculate the critical load, envision...

