• 대한전기학회:학술대회논문집
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• 대한전기학회 1994년도 하계학술대회 논문집 A
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• pp.208-210
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• 1994

In this paper, the design sensitivity evaluation based on the 2-dimensional finite clement discretization is presented for the voltage source and eddy current problem. And it is applied to the two shape design problems of the rotor slot of 3-phase squirrel cage induction motors. The first is to increase the starting torque while keeping the rated torque fixed. The other is only to increase the torque at the rated speed while keeping the starting torque fixed. As an optimization method, the Gradient Projection method is used to control casily the torques for various speeds of rotor. One fourth of rotor is analyzed by using a semi-periodic boundary condition. Because the shape of rotor slot has much influence on the slip torque characteristic, the 10 design parameters are taken on the interface between rotor core and rotor bar. The initial shape of rotor slot is the trapezoidal typo with rounding corners.

• 한국전산구조공학회논문집
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• 제16권1호
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• pp.53-58
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• 2003

탄소섬유쉬트는 경량, 고강도, 우수한 내식성, 그리고 간편한 시공성 때문에 많은 종류의 철근콘크리트 부재의 보강에 사용되고 있다. 그러나 탄소섬유쉬트에 의해 보강된 철근콘크리트 부재의 파괴거동은 탄소섬유쉬트와 콘크리트 표면의 부착특성에 따라 크게 달라진다. 본 연구에서는 탄소섬유쉬트와 콘크리트 사이의 경계면에 링크요소를 이용함으로써 탄소섬유쉬트와 콘크리트 사이의 부착거동의 변화를 고려한 부착응력-미끄럼 모델을 제안하였다. 또한 이 방법의 유효성을 알아보기 위하여 탄소섬유쉬트로 보강된 철근콘크리트 보의 파괴거동에 대한 해석을 실시하여 실험결과와 비교하였다. 그 결과 본 연구에서 제안된 모델을 이용한 해석결과는 실험결과와 비교적 잘 일치함을 알 수 있었다.

• Steel and Composite Structures
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• 제20권2호
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• pp.251-266
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• 2016

The paper combines two distinct parts. First the behavior of welded headed studs with small diameters of 10 and 13 mm acting as shear connectors (which are not embraced in current standards) is studied. Based on standard push tests the load-slip relationships and strengths are evaluated. While the current standard (Eurocode 4 and AISC) formulas used for such studs give reasonable but too conservative strengths, less conservative and full load-slip rigidities are evaluated and recommended for a subsequent investigation or design. In the second part of the paper the partially encased beams under bending are analyzed. Following former experiments showing rather indistinct role of studs used for shear connection in such beams their role is studied. Numerical model employing ANSYS software is presented and validated using former experimental data. Subsequent parametric studies investigate the longitudinal shear between steel and concrete parts of the beams with respect to friction at the steel and concrete interface and contribution of studs with small diameters required predominantly for assembly stages (concreting). Substantial influence of the friction and effect of concrete confinement was observed with rather less noticeable contribution of the studs. Distribution of the longitudinal shear and its sharing between friction and studs is presented with concluding remarks.

• 전력전자학회논문지
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• 제12권3호
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• pp.248-257
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• 2007

본 논문은 사람의 근육에서 발생하는 근전위 신호를 사용하여 2 자유도를 갖는 전동의수를 구동하기 위한 제어시스템을 제안한다. 근전위 신호를 측정하기 위한 표면 근전위 센서는 근전위 신호의 출력 특성을 이용하여 근전위 센서의 입력부와 회로부를 설계한다. 제어시스템은 전동의수를 구동하기 위하여 두 개의 제어기와 전동의수의 파지력을 측정하기 위한 파지력 센서와 파지한 물체의 미끌림을 감지하기 위한 미끌림 센서로 구성되어 있다. 가상의 근전위 신호를 이용한 실험과 정상인의 실험을 통하여 제안된 제어시스템의 신뢰성을 검증하였다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1993년도 하계학술대회 논문집 B
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• pp.929-931
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• 1993

The design sensitivity analysis based on the finite element method is presented for the eddy current problem with a voltage source. Since, in this problem, the complex variable is used as the state variable, new approach to the sensitivity calculation for the complex variable system is required. Its result is applied to the design of the rotor slot shape of squirrel cage induction motor. As a analysis model, only one slot pitch of rotor is analyzed by using a Periodic boundary condition. The use of this minimal modelling method leads to much saving of calculation time. The design objective is to obtain the desired slip-torque characteristic. Because the shape of rotor slot has much influence on the slip torque characteristic, the design variables are taken on the interface shape between rotor core and rotor bar. The initial shape of rotor slot is the trapezoidal type with rounding corners. The obtained final shape is quite similar to the double squirrel cage type.

• Elastomers and Composites
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• 제54권2호
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• pp.135-141
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• 2019

Polyphenylene sulfide (PPS) was filled with glass fiber (GF), aramid fiber (AF), and solid lubricants to improve the mechanical properties and wear resistance. The addition of GF effectively enhanced the tensile strength, flexural modulus, and impact strength of PPS, while solid lubricants such as polytetrafluoroethylene (PTFE), molybdenum disulfide ($MoS_2$), and tungsten disulfide ($WS_2$) lowered the friction coefficients of the composites to below 0.3. The ball nut and motor pulley of the electric power steering (EPS) were manufactured using the PPS composites, and feasibility was ascertained thereafter by conducting the durability test. The composites filled with GF and AF showed high mechanical strength, but slip occurred at the interface between the pulley and belt while testing above $50^{\circ}C$. When small amounts of lubricants were added, the slip was no longer detected because of the suppression of friction heat. It is realized that the low friction as well as high mechanical properties is important to ensure the reliability of plastic pulleys.

• Structural Engineering and Mechanics
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• 제81권4호
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• pp.395-409
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• 2022

The presence of infill generally neglected in design despite the fact that infill contribution significantly increase the lateral stiffness and strength of the reinforced concrete frame structure. Several experimental studies and computational models have been proposed to capture the rational response of infill-frame interaction at global level. However, limited studies are available on explicit finite element modelling to study the local behavior due to high computation and convergence issues in numerical modelling. In the current study, the computational modelling of RC frames is done with various configurations of infill masonry in terms of types of blocks, lateral loading and reinforcement detailing employed with material nonlinearities, interface contact issues and bond-slip phenomenon particularly near the beam-column joints. To this end, extensive computational modelling of five variant characteristics test specimens extracted from the detailed experimental program available in literature and process through nonlinear static analysis in FEM code, ATENA generally used to capture the nonlinear response of reinforced concrete structures. Results are presented in terms of damage patterns and capacity curves by employing the finest possible detail provided in the experimental program. Comparative analysis shows that good correlation amongst the experimental and numerical simulated results both in terms of capacity and crack patterns.

• Structural Engineering and Mechanics
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• 제84권5호
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• pp.575-590
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• 2022

In this paper, bond-slip behavior of high strength concrete filled circular steel tube (HSCFCST) after elevated temperatures treatment was studied. 17 specimens were designed for push-out test. The influence was discussed as following parameters: (a) concrete strength, (b) constant temperature, and (c) bond length. The results showed that (1) after elevated temperatures treatment, the bond strength of the HSCFCST specimens increased first and then decreased with temperature rising; (2) the bond strength increased with the increase of concrete strength at room temperature, while the influence subsided after elevated temperatures treatment; (3) the strain of the circular steel tube was distributed exponentially along its length, the stress changed from exponential distribution to uniform distribution with the increase of load; (4) the bond damage process was postponed with the increase of constant temperature; and (5) the energy consumption capacity of the bonding interface increased with the rise of concrete strength and constant temperature. Moreover, computational formulas of ultimate and residual bond strength were obtained by regression, and the bond-slip constitutive models of HSCFCSTs after elevated temperatures was established.

• 대한토목학회논문집
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• 제14권1호
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• pp.171-178
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• 1994

본 연구에서는 연약지반에 시공한 단독말뚝에서 발생하는 주변마찰력과 이로 인해 유발되는 축하중 해석방법을 개발하고 해석결과를 유한요소해석 프로그램에 의한 예측결과 및 현장 실험값과 비교 분석하였다. 이때 말뚝과 지반의 접촉면에 국부파괴가 발생하는 경우(slip case)와 발생하지 않는 경우(no slip case)에 대해 고려하였다. 본 연구에서 말뚝의 지지층은 암반인 경우를 고려하였고 해석모형의 물성으로는 말뚝, 연약 지반, 암반층에 대하여 모두 일반적인 값들을 적용하였다. 해석결과를 유한요소해석 및 현장 실측값과 비교 분석한 결과, 말뚝에 발생하는 주면마찰력은 압밀도가 커짐에 따라 증가하며, 주면마찰력에 의해 유발되는 축하중은 압밀이 완료되는 시기에 최대의 값을 갖는다는 결론을 얻었다. 또한 복잡한 2차원 또는 3차원 비선형 거동 해석외에 간단한 1차원 압밀 이론을 적용한 해석 역시 비교적 정확한 결과를 얻을 수 있음을 알았다.

• 한국전산구조공학회논문집
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• 제33권3호
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• pp.153-158
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• 2020

본 논문에서는 부분 CFST (concrete-filled steel tube) 기둥에 대한 수치해석적 저항력 평가 방법에 대해 소개하고 있다. 기존 RC(reinforced concrete) 기둥에서 소성힌지가 발생할 것으로 예상되는 부분을 강관으로 보강함으로써 완전 CFST 기둥보다는 적은 재료를 사용하여 비슷한 휨 모멘트 저항력을 가지는 부분 CFST 기둥의 디자인 컨셉을 제시하였다. 부분 CFST 기둥에서 외부 강관과 내부 콘크리트 사이의 계면에서 거동을 수치해석적으로 모사하기 위해 개선된 부착슬립모델을 적용한 유한요소모델을 구축하고, 이중곡률 휨-압축시험결과와 비교를 통해 타당성을 검증하였다. 검증된 수치모델을 바탕으로 매개변수 연구를 통해서 P-M 상관도를 그려 단면 조건에 따른 최대 저항력을 평가하였다. 또한, 강관 두께별로 필요 보강길이를 산출하고, 보강 조건에 따른 부분 CFST 기둥에서의 파괴메커니즘을 분석하였다.