• 제목/요약/키워드: Cross Section

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테이퍼진 단면을 가진 회전 외팔보의 진동해석 (Vibration Analysis of a Rotating Cantilever Beam Having Tapered Cross Section)

  • 유홍희;이준희
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 추계학술대회논문집
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    • pp.348-353
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    • 2008
  • A vibration analysis for a rotating cantilever beam with the tapered cross section is presented in this study. The stiffness changes due to the stretching caused by centrifugal inertia forces when a tapered cantilever beam rotates about the axis perpendicular to its longitudinal axis. When the cross section of cantilever beam are assumed to decrease constantly, the mass and stiffness also change according to the variation of the thickness and width ratio of a tapered cantilever beam. Such phenomena result in variations of natural frequencies and mode shapes. Therefore it is important to the equations of motion in order to be obtained accurate predictions of these variations. The equations of motion of a rotating tapered cantilever beam are derived by using hybrid deformation variable modeling method and numerical results are obtained along with the angular velocity and the thickness and width ratio.

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복합재료 H-형 단면 보의 동적응답 해석 (Dynamic Response Analysis of Composite H-type Cross-section Beams)

  • 김성균;송오섭
    • 한국소음진동공학회논문집
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    • 제20권6호
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    • pp.583-592
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    • 2010
  • Equations of motion of thin-walled composite H-type cross-section beams exposed to concentrated harmonic and non-harmonic time-dependent external excitations, incorporating a number of nonclassical effects of transverse shear, primary and secondary warping, and anisotropy of constituent materials are derived. The forced vibration response characteristics of a composite H-type cross-section beam exhibiting the circumferentially asymmetric stiffness(CAS) configuration are exploited in connection with the structural bending-torsion coupling resulting from directional properties of fiber reinforced composite materials.

적층형 고온초전도 전류도입선의 열 특성 해석 (Heat Characteristic Analysis of Stacking Type HTS Current Lead)

  • 두호익;임성우;홍세은;윤기웅;한병성
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2001년도 하계학술대회 논문집
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    • pp.628-631
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    • 2001
  • Current lead is one of the first proposed devices for the application of High Temperature-Superconductor(HTSC). The current lead provides high current for electrical machine using superconductor from room temperature. Its characteristics that is zero resistance and low heat transfer rate under critical temperature lead to research for the replacement of existing current lead with HTSC. In this paper, we investigated the temperature distributions of stacking type and rod type current lead with each cross-section area and length using Nastran program and compared each temperature distribution. It is obtained from this paper that stacking type current lead has flat temperature gradient and than rod type one and more stable operation as current lead is closely related with its cross-section area and length.

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Optimum design of parabolic and circular arches with varying cross section

  • Uzman, Umit;Daloglu, Ayse;Saka, M. Polat
    • Structural Engineering and Mechanics
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    • 제8권5호
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    • pp.465-476
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    • 1999
  • A structural optimization process is presented for arches with varying cross-section. The optimality criteria method is used to develop a recursive relationship for the design variables considering displacement, stresses and minimum depth constraints. The depth at the crown and at the support are taken as design variables first. Then the approach is extended by taking the depth values of each joint as design variable. The curved beam element of constant cross section is used to model the parabolic and circular arches with varying cross section. A number of design examples are presented to demonstrate the application of the method.

테이퍼진 단면을 가진 회전 외팔보의 진동해석 (Vibration Analysis of a Rotating Cantilever Beam Having Tapered Cross Section)

  • 이준희;유홍희
    • 한국소음진동공학회논문집
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    • 제19권4호
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    • pp.363-369
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    • 2009
  • A vibration analysis for a rotating cantilever beam with the tapered cross section is presented in this study. The stiffness changes due to the stretching caused by centrifugal inertia forces when a tapered cantilever beam rotates about the axis perpendicular to its longitudinal axis. When the cross section of cantilever beam are assumed to decrease constantly, the mass and stiffness also change according to the variation of the thickness and width ratio of a tapered cantilever beam. Such phenomena result in variations of natural frequencies and mode shapes. Therefore it is important to the equations of motion in order to be obtained accurate predictions of these variations. The equations of motion of a rotating tapered cantilever beam are derived by using hybrid deformation variable modeling method and numerical results are obtained along with the angular velocity and the thickness and width ratio.

Review of the Current Status of the U-238, NP-237 and Th-232 Fission Cross Sections

  • Bak, H.I.;Lorenz, A.
    • Nuclear Engineering and Technology
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    • 제3권2호
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    • pp.77-97
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    • 1971
  • 1970년 말까지 보고된 U-238, Np-237 및 Th-232의 고속중성자에 대한 핵분열단 면적 및 그 실험오차를 조사 분석하여 최소자숭직교다항식적합법에 의하여 단면적의 최적치와 95%신뢰도에 대응하는 오차범위를 계산하고 이 결과를 사용하여 분열스펙트럼에 대한 평균단면적치를 추정하였다.

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Mathematical solution for free vibration of sigmoid functionally graded beams with varying cross-section

  • Atmane, Hassen Ait;Tounsi, Abdelouahed;Ziane, Noureddine;Mechab, Ismail
    • Steel and Composite Structures
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    • 제11권6호
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    • pp.489-504
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    • 2011
  • This paper presents a theoretical investigation in free vibration of sigmoid functionally graded beams with variable cross-section by using Bernoulli-Euler beam theory. The mechanical properties are assumed to vary continuously through the thickness of the beam, and obey a two power law of the volume fraction of the constituents. Governing equation is reduced to an ordinary differential equation in spatial coordinate for a family of cross-section geometries with exponentially varying width. Analytical solutions of the vibration of the S-FGM beam are obtained for three different types of boundary conditions associated with simply supported, clamped and free ends. Results show that, all other parameters remaining the same, the natural frequencies of S-FGM beams are always proportional to those of homogeneous isotropic beams. Therefore, one can predict the behaviour of S-FGM beams knowing that of similar homogeneous beams.

의자 다리와 스트레쳐를 중심으로 한 형상 최적화 설계 (Optimal Shape Design of Legs and Stretcher Parts of Chair)

  • 이영민;정훈
    • EDISON SW 활용 경진대회 논문집
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    • 제5회(2016년)
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    • pp.256-261
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    • 2016
  • In this paper, Shape optimal design for a chair with 4 legs and 2 stretchers consisting of stainless steel was conducted. The shape was transformed by identifying stress and deformation for the part of leg and stretcher. In addition, load condition and mesh was designed using Hypermesh. The stress analysis was carried out using CSD_Elast that is one of EDISON program. In seat test, Maximum equivalent stress was showed at the contact part between seat and legs. As a result, a leg cross-section with rectangular and arch was designed. And optimal height of stretcher was found to reduce a deformation. Also, maximum deformation was reduced by designing a stretcher with ellipse cross-section. So, Optimal chair having 4 legs with rectangular cross section and 2 stretchers with ellipse cross section was shown to satisfy the safety ratio.

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"압축성 plasma내의 sheath로 쌓인 원주형 도체에 의한 파의 분산" (Scattering by a perfectly conducting circular cylinder with a sheath immersed in a compressible plasma)

  • Oh, Myung
    • 대한전자공학회논문지
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    • 제14권3호
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    • pp.1-5
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    • 1977
  • 압축성 plasma내에서 sheath로 둘러쌓인 원주형도체에 의한 전자파의 산란에 관하여 해석적인 방법으로 조사하였다. 전자파가 입사하는 경우에 대하여 total scattering cross section과 back scattering cross section을 구하였으며 computer로 계산한 수치결과를 graph로 제시하였다.

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스트럿 부재와 융합단면을 이용한 기둥-보 강결 구조물 해석 (Analysis of Beam-column Joints in a Structure using Strut Members and Composite Section)

  • 조재형;송재호
    • 한국산업융합학회 논문집
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    • 제23권2_2호
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    • pp.289-299
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    • 2020
  • The composition of convergence cross-section of the material is a technique that provides reasonable design and construction of structures. It is frequently used in medium-sized bridges and architectural structures. However, the structural behavioral spare capacity enhancement of the structure by the application of the convergence cross-section is still limited by the expandability due to the limiting state of each material. In order to overcome these limitations, this study reasonably analyzed the construction stages before and after the convergence cross-section constructed and developed a technique for forming multi-point boundary conditions using struts, which are compression members. Based on the existing cases, a reasonable construction step for forming the material composite section of the entire structural system of the structure was derived, and a numerical analysis model for a specific part was constructed to analyze the behavior of the strut application. As a result of this study, the effect of reducing the sectional force of 7.40% in beam-column joint and 6.31% in the center of girder was derived, and the deflection, which is a measure of the serviceability of the structure, improved by 54.41% from the installation and dismantling of strut members at each construction stage.