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Daniel Hochlenert
Researcher at Technical University of Berlin
Publications - 27
Citations - 530
Daniel Hochlenert is an academic researcher from Technical University of Berlin. The author has contributed to research in topics: Brake & Disc brake. The author has an hindex of 9, co-authored 26 publications receiving 498 citations. Previous affiliations of Daniel Hochlenert include Technische Universität Darmstadt.
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Journal ArticleDOI
Minimal models for disk brake squeal
TL;DR: In this article, a new minimal model of a disk brake is introduced, showing an obvious relation to the technical system, and analyzed with respect to its stability behavior, and consequences in using it in the optimization of disk brake systems are discussed.
Journal ArticleDOI
Friction Induced Vibrations in Moving Continua and Their Application to Brake Squeal
TL;DR: In this article, the authors used a traveling Euler-Bernoulli beam and a rotating annular Kirchhoff plate with frictional point contact to model self-excited vibrations of moving continua generated by frictional forces.
Journal ArticleDOI
Nonlinear stability analysis of a disk brake model
TL;DR: In this article, a nonlinear stability analysis of a realistic disk brake model with 12 degrees of freedom was performed using center manifold theory and artificially increasing the degree of degeneracy of the occurring bifurcation.
Proceedings ArticleDOI
Active Control of Brake Squeal Via “Smart Pads”
TL;DR: In this paper, a floating caliper disk brake with active elements was used to suppress brake squeal via optimal control, which can be used in industrial laboratories to shorten the time for optimizing new brake designs, with high potential saving benefits.
Journal ArticleDOI
In- and Out-of-plane Vibrations of a Rotating Plate with Frictional Contact: Investigations on Squeal Phenomena
TL;DR: In this paper, the coupling of disk and plate vibrations of a rotating annular Kirchhoff plate in the presence of a distributed frictional loading on its surface was investigated and the boundary value problem was derived from the basics of the theory of elasticity using Kirchhof's assumptions.