Non-Conservation of the Moment of Inertia of Three-Body Figure-Eight Choreography
نویسندگان
چکیده
We investigate three-body motion in three dimensions under the interaction potential proportional to rα (α 6= 0) or log r, where r represents the mutual distance between bodies, with the following conditions: (I) the moment of inertia is non-zero constant, (II) the angular momentum is zero, and (III) one body is on the centre of mass at an instant. We prove that the motion which satisfies conditions (I)–(III) with equal masses for α 6= −2, 2, 4 is impossible. And motions which satisfy the same conditions for α = 2, 4 are solved explicitly. Shapes of these orbits are not figure-eight and these motions have collision. Therefore non-conservation of the moment of inertia for figure-eight choreography for α 6= −2 is proved. We also prove that the motion which satisfies conditions (I)–(III) with general masses under the Newtonian potential α = −1 is impossible. PACS numbers: 45.20.Dd, 45.50.Jf, 45.50.Pk, 95.10.Ce
منابع مشابه
Evolution of the Moment of Inertia of Three-Body Figure-Eight Choreography
We investigate three-body motion in three dimensions under the interaction potential proportional to rα (α 6= 0) or log r, where r represents the mutual distance between bodies, with the following conditions: (I) the moment of inertia is non-zero constant, (II) the angular momentum is zero, and (III) one body is on the centre of mass at an instant. We prove that the motion which satisfies condi...
متن کاملModification of the Euler load for the stiffened compressive members and determination of the optimal stiffening for the maximum buckling load
The potential of buckling in compressive members has been considered as a disadvantage when using steel members in the construction industry. In spite of the progress made in this regard, buckling is still considered as a challenge in the analysis and design of compressive steel structural members. Such a challenging phenomenon can be controlled by strengthening of compressive members. Stiffene...
متن کاملPrediction of effective moment of inertia for hybrid FRP-steel reinforced concrete beams using the genetic algorithm
Abstract: The use of Concrete beams reinforced with a combination of fiber reinforced polymer (FRP) and steel bars has increased dramatically in recent years, due to improvement in strength and flexural ductility simultaneously. In this paper, we proposed a new equation for estimating the effective moment of inertia of hybrid FRP-steel reinforced concrete (RC) beams on the basis of the...
متن کاملFISSION FRAGMENT ANGULAR ANISOTROPIES AND INERTIA PARAMETERS
An analysis of selected fission fragment angular distributions from helium-ion induced fission is made using an exact theoretical expression. Theoretical anisotropies obtained with the transition state model are compared with their corresponding values deduced from the statistical scission model. The nuclear moment of inertia extracted from the model calculations are compared with their est...
متن کاملFeasibility of the Application of Moment Of Inertia as a Feature to Study High-Frequency Bands in Brain Signals
Introduction Many features, emerging from mathematical techniques, have been used in the analysis of brain signals. In this study, the physical quantity of “moment of inertia” (MOI) was introduced as a feature to enhance high-frequency waves (HFWs) in electroencephalography (EEG). Materials and Methods In this research, the recorded EEGs from F3, F4, and Cz points in 20 males were used. A total...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
عنوان ژورنال:
دوره شماره
صفحات -
تاریخ انتشار 2003