• 제목/요약/키워드: Variable Displacement

검색결과 496건 처리시간 0.024초

A non-polynomial four variable refined plate theory for free vibration of functionally graded thick rectangular plates on elastic foundation

  • Meftah, Ali;Bakora, Ahmed;Zaoui, Fatima Zohra;Tounsi, Abdelouahed;Bedia, El Abbes Adda
    • Steel and Composite Structures
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    • 제23권3호
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    • pp.317-330
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    • 2017
  • This paper presents a free vibration analysis of plates made of functionally graded materials and resting on two-layer elastic foundations by proposing a non-polynomial four variable refined plate theory. Undetermined integral terms are introduced in the proposed displacement field and unlike the conventional higher shear deformation theory (HSDT), the present one contains only four unknowns. Equations of motion are derived via the Hamilton's principles and solved using Navier's procedure. Accuracy of the present theory is demonstrated by comparing the results of numerical examples with the ones available in literature.

Free vibration behavior of viscoelastic annular plates using first order shear deformation theory

  • Moshir, Saeed Khadem;Eipakchi, Hamidreza;Sohani, Fatemeh
    • Structural Engineering and Mechanics
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    • 제62권5호
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    • pp.607-618
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    • 2017
  • In this paper, an analytical procedure based on the perturbation technique is presented to study the free vibrations of annular viscoelastic plates by considering the first order shear deformation theory as the displacement field. The viscoelastic properties obey the standard linear solid model. The equations of motion are extracted for small deflection assumption using the Hamilton's principle. These equations which are a system of partial differential equations with variable coefficients are solved analytically with the perturbation technique. By using a new variable change, the governing equations are converted to equations with constant coefficients which have the analytical solution and they are appropriate especially to study the sensitivity analysis. Also the natural frequencies are calculated using the classical plate theory and finite elements method. A parametric study is performed and the effects of geometry, material and boundary conditions are investigated on the vibrational behavior of the plate. The results show that the first order shear deformation theory results is more closer than to the finite elements with respect to the classical plate theory for viscoelastic plate. The more results are summarized in conclusion section.

커스프균열형 강체함유물의 열응력 세기계수에 관한 연구 (Thermal Stress Intensity Factors for Rigid Inclusions of Cusp Crack Shape)

  • 이강용;최흥섭
    • 대한기계학회논문집
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    • 제12권3호
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    • pp.497-504
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    • 1988
  • 본 연구에서는 트랙션이 없는 커스프 균열에 적용한 방법을 확장하여 무한대 에서 균일열유동을 받는 무한체내에 하이포사이클로이드형(hypocycloid type), 대칭이 기형(symmetric airfoil type), 대칭입술형(symmetric lip type) 강체 함유물이 존재 하고 그 표면은 단열되거나 상대온도가 영으로 주어지는 경우에 대해서 열응력세기계 수(thermal stress intensity factor이하에서 TSIF로 표기함)를 유도하고자 한다.

공진형 인버터의 PWM 제어에 관한 연구 (A Study on The PWM Control of Resonant Inverters)

  • 신재화;조규민;김영석
    • 전자공학회논문지SC
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    • 제38권1호
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    • pp.53-60
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    • 2001
  • 전력전자의 많은 응용분야에서 고주파 공진형 인버터가 이용되며, 이들 공진형 인버터의 출력 전력을 제어하기 위하여는 PAM(Pulse Amplitude Modulation), PFM(Pulse Frequency Modulation) 혹은 PWM(Pulse Width Modulation) 기법들이 이용된다. 그리고 이들 공진형 인버터는 변화하는 부하 상태에서도 신뢰성 있게 동작하기 위하여 출력추파수를 제어하여야 한다. 본 논문에서는 공진형 인버터의 PWM 제어의 일환으로써 새로운 스위칭 방법을 제안하였다. 제안한 방법에 의하면, 변화하는 공진 주파수하에서도 최적의 공진 주파수와 출력 기본파 역률 1을 달성할 수 있다. 제안한 PWM 스위칭 방법의 상세한 알고리즘 및 출력특성을 기술하였다. 그리고 실험 결과를 통하여 제안한 방법의 타당성을 확인하였다.

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A hybrid method for predicting the dynamic response of free-span submarine pipelines

  • Li, Tongtong;Duan, Menglan;Liang, Wei;An, Chen
    • Ocean Systems Engineering
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    • 제6권4호
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    • pp.363-375
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    • 2016
  • Large numbers of submarine pipelines are laid as the world now is attaching great importance to offshore oil exploitation. Free spanning of submarine pipelines may be caused by seabed unevenness, change of topology, artificial supports, etc. By combining Iwan's wake oscillator model with the differential equation which describes the vibration behavior of free-span submarine pipelines, the pipe-fluid coupling equation is developed and solved in order to study the effect of both internal and external fluid on the vibration behavior of free-span submarine pipelines. Through generalized integral transform technique (GITT), the governing equation describing the transverse displacement is transformed into a system of second-order ordinary differential equations (ODEs) in temporal variable, eliminating the spatial variable. The MATHEMATICA built-in function NDSolve is then used to numerically solve the transformed ODE system. The good convergence of the eigenfunction expansions proved that this method is applicable for predicting the dynamic response of free-span pipelines subjected to both internal flow and external current.

Two dimensional time-dependent creep analysis of a thick-walled FG cylinder based on first order shear deformation theory

  • Loghman, Abbas;Faegh, Reza K.;Arefi, Mohammad
    • Steel and Composite Structures
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    • 제26권5호
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    • pp.533-547
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    • 2018
  • In this paper the time-dependent creep analysis of a thick-walled FG cylinder with finite length subjected to axisymmetric mechanical and thermal loads are presented. First order shear deformation theory (FSDT) is used for description of displacement components. Inner and outer temperatures and outer pressure are considered as thermo-mechanical loadings. Both thermal and mechanical loadings are assumed variable along the axial direction using the sinusoidal distribution. To find temperature distribution, two dimensional heat transfer equation is solved using the required boundary conditions. The energy method and Euler equations are employed to reach final governing equations of the cylinder. After determination of elastic stresses and strains, the creep analysis can be performed based on the Yang method. The results of this research indicate that the boundaries have important effects on the responses of the cylinder. The effect of important parameters of this analysis such as variable loading, non-homogeneous index of functionally graded materials and time of creep is studied on the behaviors of the cylinder.

의사변수법(擬似變數法)에 의한 유한차원(有限次元) 구조물(構造物)의 설계민감도(設計敏感度) 해석(解析) 및 최적화(最適化)에 관한 연구(硏究) (Design Sensitivity Analysis and Optimization of Finite Dimensional Structures by Adjoint Variable Method)

  • 서관세;변근주
    • 대한토목학회논문집
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    • 제5권3호
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    • pp.137-144
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    • 1985
  • 본 연구에서는 구조물 최적 설계시 필수적인 설계민감도 해석을 의사변분법을 도입하여 유한차원 구조물에 적용함으로써 구조물 최적설계를 기존의 방법보다 훨씬 간편하게 할 수 있음을 보인다. 정하중하에서 제약조건의 주종을 이루고 있는 변위 및 응력의 제약조건에 대하여 설계민감도 해석 및 그 수치해를 구하며 나아가 최적화 알고리리즘을 사용하여 최적설계가 효율적으로 수행됨을 입증한다. 유한차원 구조물인 트러스의 적당한 경계조건, 하중조건 및 제약조건하에서 구조물의 무게를 최소화 시키는 최적설계 문제를 고려한다.

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A developed design optimization model for semi-rigid steel frames using teaching-learning-based optimization and genetic algorithms

  • Shallan, Osman;Maaly, Hassan M.;Hamdy, Osman
    • Structural Engineering and Mechanics
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    • 제66권2호
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    • pp.173-183
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    • 2018
  • This paper proposes a developed optimization model for steel frames with semi-rigid beam-to-column connections and fixed bases using teaching-learning-based optimization (TLBO) and genetic algorithm (GA) techniques. This method uses rotational deformations of frame members ends as an optimization variable to simultaneously obtain the optimum cross-sections and the most suitable beam-to-column connection type. The total cost of members plus connections cost of the frame are minimized. Frye and Morris (1975) polynomial model is used for modeling nonlinearity of semi-rigid connections, and the $P-{\Delta}$ effect and geometric nonlinearity are considered through a stepped analysis process. The stress and displacement constraints of AISC-LRFD (2016) specifications, along with size fitting constraints, are considered in the design procedure. The developed model is applied to three benchmark steel frames, and the results are compared with previous literature results. The comparisons show that developed model using both LTBO and GA achieves better results than previous approaches in the literature.

패미언스법에 의한 공압 부상형 리니어 펄스모터의 힘 특성 해석 (Force Characteristic Analysis of Airflow Type Linear Pulse Mortor by Permeance Method)

  • 김일남;백수현;윤신용
    • 조명전기설비학회논문지
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    • 제13권4호
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    • pp.160-169
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    • 1999
  • 리니어 펄스 모터(LPM, Linear Pulse Motor)는 고정자와 가동자 사이의 공극에 미세한 치 피치로 되어 있기 때문에 고정밀의 유연한 선형운동을 필요로 하는 분야에 적합하다. 리니어 펄스모터의 힘과 위치는 치 피치, 공극 영구자석 및 여자전류에 의해서 민감하게 영향을 받는다. 따라서 LPM은 힘 특성을 해석하는 것이 매우 중요하다. 본 논문은 공극에서 힘 계산을 위하여 퍼미언스법을 적용하였다. LPM의 공극은 공압베어링에 의해서 발생된 압력으로 부상된다. 간단한 공압과 퍼미언스법은 일정 조건에서 공극을 계산하는 데 사용되었다. 따라서 최대로 이용할 수 있는 힘은 공극의 가변에 대한 자기수반 에너지법으로부터 구하였으며, 또한 수직력과 선형 추력은 미세 변위 1[mm]로부터 얻을 수 있었다.

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차륜형 장갑차용 가변형 사판식 피스톤 펌프 케이스의 구조해석 및 설계검증에 관한 연구 (A Study on the Structural Analysis and Design Verification of Variable Swash Plate Piston Pump Case for Wheeled Armored Vehicle)

  • 최성웅;김용석;양순용
    • 드라이브 ㆍ 컨트롤
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    • 제16권2호
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    • pp.43-50
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    • 2019
  • The objective of this study was to reverse engineer a swash plate type piston pump mounted on a wheeled armored vehicle and to analyze the structure of the pump case. From the analysis, the weak parts were identified and corrected in the final design. Each element corresponding to the piston pump case was analyzed. The analytical method was given static boundary conditions, load conditions and confirmed displacement, strain, stress, and safety factor. Plastic deformation and damage were also confirmed and the component elements redesigned through structural analysis Structural analysis and vibration analysis were carried out for the components of the piston pump case. The piston pump model was finally modified by structural analysis and vibration analysis results for each component assembly, and a prototype was designed. Durability test and environmental test were carried out and the test results satisfied all of the requirements. Therefore, the analytical method presented in this study can be utilized as a methodology for element component design in the development of various piston pumps.