Isoptics of Log-Aesthetic Curves
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Interactive $ G^ 1$ and $ G^ 2$ Hermite Interpolation Using
Interactive G1 and G2 Hermite Interpolation Using Extended Log-aesthetic Curves Ferenc Nagy1,2, Norimasa Yoshida3, and Mikl´osHoffmann1,4 1University of Debrecen, Faculty of Informatics 2University of Debrecen, Doctoral School of Informatics 3Nihon University, College of Industrial Technology 4Eszterh´azyK´arolyUniversity, Institute of Mathematics and Computer Science March 2021 Abstract In the field of aesthetic design, log-aesthetic curves have a significant role to meet the high industrial requirements. In this paper, we propose a new interactive G1 Hermite interpolation method based on the algorithm of Yoshida et al. [13] with a minor boundary condition. In this novel approach, we compute an extended log-aesthetic curve segment that may include inflection point (S-shaped curve) or cusp. The curve segment is defined by its endpoints, a tangent vector at the first point, and a tangent direction at the second point. The algorithm also determines the shape parameter of the log-aesthetic curve based on the length of the first tangent that provides control over the curvature of the first point and makes the method capable of joining log-aesthetic curve segments with G2 continuity. 1 Introduction Aesthetic curves are primarily used in computer-aided design to meet arXiv:2105.09762v1 [math.NA] 20 Apr 2021 the high aesthetic requirements of the industry. Levien et al. stated [5] that the log-aesthetic curve is the most promising curve for aesthetic design and a large number of research papers are published since their introduction. The log-aesthetic curve is originated from Harada et al. [3, 4]. They analyzed the characteristics of aesthetic curves, and insisted that natu- ral aesthetic curves have such a property that their logarithmic distribu- tion diagram of curvature (LDDC) can be approximated by straight lines meanwhile there is a strong correlation between the slopes of the lines and the impressions of the curves. -
Orthocorrespondence and Orthopivotal Cubics
Forum Geometricorum b Volume 3 (2003) 1–27. bbb FORUM GEOM ISSN 1534-1178 Orthocorrespondence and Orthopivotal Cubics Bernard Gibert Abstract. We define and study a transformation in the triangle plane called the orthocorrespondence. This transformation leads to the consideration of a fam- ily of circular circumcubics containing the Neuberg cubic and several hitherto unknown ones. 1. The orthocorrespondence Let P be a point in the plane of triangle ABC with barycentric coordinates (u : v : w). The perpendicular lines at P to AP , BP, CP intersect BC, CA, AB respectively at Pa, Pb, Pc, which we call the orthotraces of P . These orthotraces 1 lie on a line LP , which we call the orthotransversal of P . We denote the trilinear ⊥ pole of LP by P , and call it the orthocorrespondent of P . A P P ∗ P ⊥ B C Pa Pc LP H/P Pb Figure 1. The orthotransversal and orthocorrespondent In barycentric coordinates, 2 ⊥ 2 P =(u(−uSA + vSB + wSC )+a vw : ··· : ···), (1) Publication Date: January 21, 2003. Communicating Editor: Paul Yiu. We sincerely thank Edward Brisse, Jean-Pierre Ehrmann, and Paul Yiu for their friendly and valuable helps. 1The homography on the pencil of lines through P which swaps a line and its perpendicular at P is an involution. According to a Desargues theorem, the points are collinear. 2All coordinates in this paper are homogeneous barycentric coordinates. Often for triangle cen- ters, we list only the first coordinate. The remaining two can be easily obtained by cyclically permut- ing a, b, c, and corresponding quantities. Thus, for example, in (1), the second and third coordinates 2 2 are v(−vSB + wSC + uSA)+b wu and w(−wSC + uSA + vSB )+c uv respectively. -
Generalization of the Pedal Concept in Bidimensional Spaces. Application to the Limaçon of Pascal• Generalización Del Concep
Generalization of the pedal concept in bidimensional spaces. Application to the limaçon of Pascal• Irene Sánchez-Ramos a, Fernando Meseguer-Garrido a, José Juan Aliaga-Maraver a & Javier Francisco Raposo-Grau b a Escuela Técnica Superior de Ingeniería Aeronáutica y del Espacio, Universidad Politécnica de Madrid, Madrid, España. [email protected], [email protected], [email protected] b Escuela Técnica Superior de Arquitectura, Universidad Politécnica de Madrid, Madrid, España. [email protected] Received: June 22nd, 2020. Received in revised form: February 4th, 2021. Accepted: February 19th, 2021. Abstract The concept of a pedal curve is used in geometry as a generation method for a multitude of curves. The definition of a pedal curve is linked to the concept of minimal distance. However, an interesting distinction can be made for . In this space, the pedal curve of another curve C is defined as the locus of the foot of the perpendicular from the pedal point P to the tangent2 to the curve. This allows the generalization of the definition of the pedal curve for any given angle that is not 90º. ℝ In this paper, we use the generalization of the pedal curve to describe a different method to generate a limaçon of Pascal, which can be seen as a singular case of the locus generation method and is not well described in the literature. Some additional properties that can be deduced from these definitions are also described. Keywords: geometry; pedal curve; distance; angularity; limaçon of Pascal. Generalización del concepto de curva podal en espacios bidimensionales. Aplicación a la Limaçon de Pascal Resumen El concepto de curva podal está extendido en la geometría como un método generativo para multitud de curvas. -
Automated Study of Isoptic Curves: a New Approach with Geogebra∗
Automated study of isoptic curves: a new approach with GeoGebra∗ Thierry Dana-Picard1 and Zoltan Kov´acs2 1 Jerusalem College of Technology, Israel [email protected] 2 Private University College of Education of the Diocese of Linz, Austria [email protected] March 7, 2018 Let C be a plane curve. For a given angle θ such that 0 ≤ θ ≤ 180◦, a θ-isoptic curve of C is the geometric locus of points in the plane through which pass a pair of tangents making an angle of θ.If θ = 90◦, the isoptic curve is called the orthoptic curve of C. For example, the orthoptic curves of conic sections are respectively the directrix of a parabola, the director circle of an ellipse, and the director circle of a hyperbola (in this case, its existence depends on the eccentricity of the hyperbola). Orthoptics and θ-isoptics can be studied for other curves than conics, in particular for closed smooth strictly convex curves,as in [1]. An example of the study of isoptics of a non-convex non-smooth curve, namely the isoptics of an astroid are studied in [2] and of Fermat curves in [3]. The Isoptics of an astroid present special properties: • There exist points through which pass 3 tangents to C, and two of them are perpendicular. • The isoptic curve are actually union of disjoint arcs. In Figure 1, the loops correspond to θ = 120◦ and the arcs connecting them correspond to θ = 60◦. Such a situation has been encountered already for isoptics of hyperbolas. These works combine geometrical experimentation with a Dynamical Geometry System (DGS) GeoGebra and algebraic computations with a Computer Algebra System (CAS). -
Horizontal Curves.Pdf
Geospatial Science RMIT ENGINEERING SURVEYING 1 HORIZONTAL CURVES CIRCULAR CURVES, COMPOUND CIRCULAR CURVES, REVERSE CIRCULAR CURVES TRANSITION CURVES AND COMPOUND CURVES R.E.Deakin, August 2005 1. TYPES OF HORIZONTAL CURVES The types of horizontal curves usually encountered in engineering surveying application may be broadly categorised as (i) Circular curves: curves of constant radius joining two intersecting straights. C θ nt ge rc tan a A B chord A' B' s iu d a R r θ O Figure 1.1 In Figure 1.1, a circular curve of constant radius R, centred at O, joins two straights A'A and BB' which intersect at C. A and B are tangent points to the circular arc. OA and OB are radials, which meet the straights at right angles, and the angle at O is equal to the intersection angle at C. Horizontal Curves.doc 1 Geospatial Science RMIT (ii) Compound circular curves: two or more consecutive circular curves of different radii. C θ = θ 12 + θ D A B R A' 1 2 R B' θ1 O 1 R 2 11 RR − 2 R θ2 O2 Figure 1.2 In Figure 1.2, a compound circular curve ADB joins two straights A'A and BB' which intersect at C. A and B are tangent points to circular arcs of radii R1 and R2 respectively. D is a common tangent point. Horizontal Curves.doc 2 Geospatial Science RMIT (iii) Reverse circular curves: two or more consecutive circular curves, of the same or different radii whose centres lie on different sides of a common tangent point. -
What Is Form?
What is form? Draft December 19, 2013 Abstract What is the form of a set? Though there are many vague descrip- tions of the form of a set, there remains one inherent property: the form does not change by rotations and translations. So there are on one side the objects and on the other side the transactions which can be carried out on an object without changing its form. It is of significance, that the transactions themselves may be con- sidered as objects. The leading thought for the following is to create a kind of basis of the transaction objects in order to describe all other objects. We will focus on plane, closed, rectifiable curves building the border of a simply connected domain. It turns out, that there exists a simple uniform relationship of four fundamental entities up to normalization for orthogonal trajectories: 1. The sum of the changes of geodesic curvature is zero. 2. The difference of the changes of geodesic curvature is the real part of the Schwarzian derivative. 3. The difference of the changes of geodesic acceleration is the imaginary part of the Schwarzian derivative. 4. The sum of the changes of geodesic acceleration is the Gaussian curvature. 1 Plane rotations and translations The plane rotations are a commutative group, any representation is equiva- lent to a representation consisting of representations of first order, Smirnov [8]. The complex circular functions are the striking examples if the respec- tive angle is an integer multiple of the circumference. By that way we get a representation for any integer and thus an infinite number of representa- tions. -
Catenaries in Viscous Fluid Arxiv:1509.01282V2 [Physics.Flu
Catenaries in viscous fluid Brato Chakrabarti∗ Department of Biomedical Engineering and Mechanics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061, U.S.A. J A Hannay Department of Biomedical Engineering and Mechanics, Department of Physics, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061, U.S.A. January 5, 2016 Abstract This work explores a simple model of a slender, flexible structure in a uniform flow, providing analytical solutions for the translating, axially flowing equilibria of strings sub- jected to a uniform body force and drag forces linear in the velocities. The classical catenaries are extended to a five-parameter family of curves. A sixth parameter affects the tension in the curves. Generic configurations are planar, represented by a single first order equation for the tangential angle. The effects of varying parameters on represen- tative shapes, orbits in angle-curvature space, and stress distributions are shown. As limiting cases, the solutions include configurations corresponding to \lariat chains" and the towing, reeling, and sedimentation of flexible cables in a highly viscous fluid. Regions of parameter space corresponding to infinitely long, semi-infinite, and finite length curves are delineated. Almost all curves subtend an angle less than π radians, but curious spe- cial cases with doubled or infinite range occur on the borders between regions. Separate transitions in the tension behavior, and counterintuitive results regarding finite towing tensions for infinitely long cables, are presented. Several physically inspired boundary value problems are solved and discussed. arXiv:1509.01282v2 [physics.flu-dyn] 4 Jan 2016 1 Introduction The catenary, or hanging chain, is one of the oldest problems in analytical mechanics. -
Elementary Euclidean Geometry an Introduction
Elementary Euclidean Geometry An Introduction C. G. GIBSON PUBLISHED BY THE PRESS SYNDICATE OF THE UNIVERSITY OF CAMBRIDGE The Pitt Building, Trumpington Street, Cambridge, United Kingdom CAMBRIDGE UNIVERSITY PRESS The Edinburgh Building, Cambridge CB2 2RU, UK 40 West 20th Street, New York, NY 10011–4211, USA 477 Williamstown Road, Port Melbourne, VIC 3207, Australia Ruiz de Alarcon´ 13, 28014 Madrid, Spain Dock House, The Waterfront, Cape Town 8001, South Africa http://www.cambridge.org C Cambridge University Press 2003 This book is in copyright. Subject to statutory exception and to the provisions of relevant collective licensing agreements, no reproduction of any part may take place without the written permission of Cambridge University Press. First published 2003 Printed in the United Kingdom at the University Press, Cambridge Typeface Times 10/13 pt. System LATEX2ε [TB] A catalogue record for this book is available from the British Library Library of Congress Cataloguing in Publication data ISBN 0 521 83448 1 hardback Contents List of Figures page viii List of Tables x Preface xi Acknowledgements xvi 1 Points and Lines 1 1.1 The Vector Structure 1 1.2 Lines and Zero Sets 2 1.3 Uniqueness of Equations 3 1.4 Practical Techniques 4 1.5 Parametrized Lines 7 1.6 Pencils of Lines 9 2 The Euclidean Plane 12 2.1 The Scalar Product 12 2.2 Length and Distance 13 2.3 The Concept of Angle 15 2.4 Distance from a Point to a Line 18 3 Circles 22 3.1 Circles as Conics 22 3.2 General Circles 23 3.3 Uniqueness of Equations 24 3.4 Intersections with -
CATALAN's CURVE from a 1856 Paper by E. Catalan Part
CATALAN'S CURVE from a 1856 paper by E. Catalan Part - VI C. Masurel 13/04/2014 Abstract We use theorems on roulettes and Gregory's transformation to study Catalan's curve in the class C2(n; p) with angle V = π=2 − 2u and curves related to the circle and the catenary. Catalan's curve is defined in a 1856 paper of E. Catalan "Note sur la theorie des roulettes" and gives examples of couples of curves wheel and ground. 1 The class C2(n; p) and Catalan's curve The curves C2(n; p) shares many properties and the common angle V = π=2−2u (see part III). The polar parametric equations are: cos2n(u) ρ = θ = n tan(u) + 2:p:u cosn+p(2u) At the end of his 1856 paper Catalan looked for a curve such that rolling on a line the pole describe a circle tangent to the line. So by Steiner-Habich theorem this curve is the anti pedal of the wheel (see part I) associated to the circle when the base-line is the tangent. The equations of the wheel C2(1; −1) are : ρ = cos2(u) θ = tan(u) − 2:u then its anti-pedal (set p ! p + 1) is C2(1; 0) : cos2 u 1 ρ = θ = tan u −! ρ = cos 2u 1 − θ2 this is Catalan's curve (figure 1). 1 Figure 1: Catalan's curve : ρ = 1=(1 − θ2) 2 Curves such that the arc length s = ρ.θ with initial condition ρ = 1 when θ = 0 This relation implies by derivating : r dρ ds = ρdθ + dρθ = ρ2 + ( )2dθ dθ Squaring and simplifying give : 2ρθdθ dρ + (dρ)2θ2 = (dρ)2 So we have the evident solution dρ = 0 this the traditionnal circle : ρ = 1 But there is another one more exotic given by the other part of equation after we simplify by dρ 6= 0. -
Geometric Modelling for Computer Integrated Road Construction
Geometric Modelling for Computer Integrated Road Construction Zur Erlangung des akademischen Grades eines DOKTOR-INGENIEURS von der Fakultät für Bauingenieur-, Geo- und Umweltwissenschaften der Universität Fridericiana zu Karlsruhe (TH) genehmigte DISSERTATION von Mgr Inż. Jarosław Jurasz aus Łódź (Lodz), Polen Tag der mündlichen Prüfung: 10. Februar 2003 Hauptreferent: o. Prof. Dr.-Ing. Fritz Gehbauer, M.S. Korreferentin: o. Prof. Dr.-Ing. Maria Hennes Karlsruhe 2003 VORWORT DES HERAUSGEBERS Das Institut für Technologie und Management im Baubetrieb (früher: Maschinenwesen im Baubetrieb) beschäftigt sich seit 5 Jahren mit der Computer Integrated Road Construction (CIRC). Die Forschungs- und Entwicklungsarbeiten wurden in zwei europäischen Verbundprojekten durchgeführt. Das erste unter dem Titel "Computer Integrated Road Construction" (CIRC), das zweite unter dem Titel "OSYRIS ("Open System for Road Information Support"). Im ersten Projekt stand die GPS-gestützte Überwachung der Einbau- und Verdichtungsgeräte zur Qualitätssicherung im Mittelpunkt. Das zweite Projekt hat die Aufgabenstellung erweitert mit dem Ziel, die Planungsdaten direkt auf den Maschinen zu deren Steuerung - entweder automatisch oder über Informationen für den Bediener - zur Verfügung zu stellen und zu nutzen. Dafür wurde ein Straßenplanungs-Programm dergestalt modifiziert, daß daraus Vorgabedaten für die Einstellung der Maschinenparameter abgeleitet werden können. An Bord der Maschinen installierte Computer wurden entwickelt, die in der Lage sind, diese Informationen in Steuerungselemente umzuwandeln. Zur Datenübertragung wird sowohl GPS als auch eine bodengestützte "Robotic Total Station" mit der jeweiligen drahtlosen Datenfernübertragung verwendet. Das gleiche System wird auch verwendet, um die "As Built" Daten zu erfassen und im zentralen Computer niederzulegen. Diese Daten können sowohl kurzfristig zur Einbausteuerung als auch langfristig zur Planung der Unterhaltung verwendet werden. -
Slipping on an Arbitrary Surface with Friction
Slipping on an Arbitrary Surface with Friction Felipe Gonz´alez-Cataldo∗ and Gonzalo Guti´errezy Departamento de F´ısica, Facultad de Ciencias, Universidad de Chile, Casilla 653, Santiago, Chile. Julio M. Y´a~nezz Departamento de F´ısica, Facultad de Ciencias, Universidad Cat´olica del Norte (Dated: August 22, 2018) The motion of a block slipping on a surface is a well studied problem for flat and circular surfaces, but the necessary conditions for the block to leave (or not) the surface deserve a detailed treatment. In this article, using basic differential geometry, we generalize this problem to an arbitrary surface, including the effects of friction, providing a general expression to determine under which conditions the particle leaves the surface. An explicit integral form for the velocity is given, which is analytically integrable for some cases, and we find general criteria to determine the critical velocity at which the particle immediately leaves the surface. Five curves, a circle, ellipse, parabola, catenary and cycloid, are analyzed in detail. Several interesting features appear, for instance, in the absense of friction, a particle moving on a catenary leaves the surface just before touching the floor, and in the case of the parabola, the particle never leaves the surface, regardless of the friction. A phase diagram that separates the conditions that lead to a particle stopping in the surface to those that lead to a particle departuring from the surface is also discussed. I. INTRODUCTION A natural question that arises from studying this situa- tion is how to incorporate friction on the circular surface. -
PHD THESIS ISOPTIC CURVES and SURFACES Csima Géza Supervisor
PHD THESIS ISOPTIC CURVES AND SURFACES Csima Géza Supervisor: Szirmai Jenő associate professor BUTE Mathematical Institute, Department of Geometry BUTE 2017 Contents 0.1 Introduction . V 1 Isoptic curves on the Euclidean plane 1 1.1 Isoptics of closed strictly convex curves . 1 1.1.1 Example . 3 1.2 Isoptic curves of Euclidean conic sections . 4 1.2.1 Ellipse . 5 1.2.2 Hyperbola . 7 1.2.3 Parabola . 10 1.3 Isoptic curves to finite point sets . 12 1.4 Inverse problem . 15 2 Isoptic surfaces in the Euclidean space 18 2.1 Isoptic hypersurfaces in En ........................ 18 2.1.1 Isoptic hypersurface of (n−1)−dimensional compact hypersur- faces in En ............................. 19 2.1.2 Isoptic surface of rectangles . 20 2.1.3 Isoptic surface of ellipsoids . 23 2.2 Isoptic surfaces of polyhedra . 25 2.2.1 Computations of the isoptic surface of a given regular tetrahedron 27 2.2.2 Some isoptic surfaces to Platonic and Archimedean polyhedra 29 3 Isoptic curves of conics in non-Euclidean constant curvature geome- tries 31 3.1 Projective model . 31 3.1.1 Example: Isoptic curve of the line segment on the hyperbolic and elliptic plane . 32 3.1.2 The general method . 33 3.2 Elliptic conics and their isoptics . 34 3.2.1 Equation of the elliptic ellipse and hyperbola . 34 3.2.2 Equation of the elliptic parabola . 36 II 3.2.3 Isoptic curves of elliptic ellipse and hyperbola . 36 3.2.4 Isoptic curves of elliptic parabola . 37 3.3 Hyperbolic conic sections and their isoptics .