2021
DOI: 10.1115/1.4050472
|View full text |Cite
|
Sign up to set email alerts
|

An Energy-Based Framework for Nonlinear Kinetostatic Modeling of Compliant Mechanisms Utilizing Beam Flexures

Abstract: Although energy-based methods have advantages over the Newtonian methods for kinetostatic modeling, the geometric nonlinearities inherent in deflections of compliant mechanisms preclude most of the energy-based theorems. Castigliano's first theorem and the Crotti-Engesser theorem, which don't require the problem being solved to be linear, are selected to construct the energy-based kinetostatic modeling framework for compliant mechanisms in this work. Utilization of these two theorems requires explicitly formul… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
6
0

Year Published

2022
2022
2024
2024

Publication Types

Select...
9
1

Relationship

0
10

Authors

Journals

citations
Cited by 19 publications
(6 citation statements)
references
References 32 publications
(38 reference statements)
0
6
0
Order By: Relevance
“…In the coordinate system PDQ, the values of P and Q characterize the position of a cross section in beam CD and the deflection, respectively. Considering geometrical nonlinearity, the bending moment of beam CD is expressed as For transverse deflection within 10% of the beam length, the beam curvature can be linearized by assuming the linear slope with a small prediction error [44,45]; thus, the Euler-Bernoulli beam equation is simplified as…”
Section: Nonlinear Modelling Of the Undetermined Beammentioning
confidence: 99%
“…In the coordinate system PDQ, the values of P and Q characterize the position of a cross section in beam CD and the deflection, respectively. Considering geometrical nonlinearity, the bending moment of beam CD is expressed as For transverse deflection within 10% of the beam length, the beam curvature can be linearized by assuming the linear slope with a small prediction error [44,45]; thus, the Euler-Bernoulli beam equation is simplified as…”
Section: Nonlinear Modelling Of the Undetermined Beammentioning
confidence: 99%
“…In this section, modeling the straight and curved beams is performed using FEM and Castigliano’s second theorem. 39 It should be noted that all the formulations in this research are derived based on linear deflections.…”
Section: Modelingmentioning
confidence: 99%
“…VenKiteswaran et al [ 21 ] conducted a study on the pseudo-rigid body model of a compliant beam with three rotations and derived its kinematic and static equations based on this model. Guimin Chen et al [ 22 ], combining Castigliano’s first theorem with the Crotti–Engesser theorem, established an energy-based kinetostatic modeling framework suitable for compliant mechanisms. Ren J and Wu [ 23 ] proposed a three-degree-of-freedom 3-PSS/S flexible parallel micro-turntable and modeled its kinetostatics using both the pseudo-rigid body model approach and the compliance matrix method.…”
Section: Introductionmentioning
confidence: 99%