• Journal of the Institute of Convergence Signal Processing
• /
• v.4 no.3
• /
• pp.55-60
• /
• 2003

In the controller design of position or velocity control system, the flexibility of the mechanical system is always the limiting factor to the higher performance. Most mechanical systems coupled with rotary shaft are 2-Inertia systems which are consist of motor and load inertia. These inertias make a torsion In rotary shaft and cause torsional vibration. To suppress vibration, various control strategies have been proposed mainly for controlling 2-inertia system. In this paper, a speed controller design for a 2-inertia system composed of voltage controlled DC motor and load inertia is made by using CDM(coefficient diagram method). First, the 2-inertia system model is derived. Then the CDM is used to design the proper controller. A validity of this approach is confirmed by simulation and experimental results.

• Proceedings of the KIEE Conference
• /
• 2008.10a
• /
• pp.151-152
• /
• 2008

본 논문에서는 전극간의 비틀림 각도가 아크거동에 미치는 영향을 알아보기 위해 고속카메라를 이용한 아크촬영과 아크전압측정을 동반한 전류차단시험을 실시하였다. 측정결과를 이용한 아크거동 분석결과를 각 모델에 대한 유한요소해석을 통한 로렌츠 힘 계산결과와 결부시켜 비틀림 각도가 아크거동에 미치는 영향을 분석하였다.

• Journal of the KSME
• /
• v.20 no.4
• /
• pp.296-302
• /
• 1980

이상에서 potential energy의 극소조건을 각종경우에 적용하여 재료역학의 해 또는 변형의 근사 해를 응용 예들을 통하여 구해 보았다. 이 해법은 을 받은 부재, 보(beam) 또는 순수 비틀림을 받는 엔형봉재의 경우, 부정정 문제에서 그 지지점들에서의 반력요소를 생각할 필요가 없기 때 문에 재료 역학적인 해법보다 더 간편하게 구해지고 있는 것을 볼 수가 있다. 또 보의 처짐 곡 선이 길이의 중앙면에 대하여 좌우 대칭형일 때에, 중앙단면에서의 최대처짐을 구하는데 삼각 함수의 근사처짐 곡선을 설정하므로써 실제 엄밀해에 가까운 근사값이 간단하게 구해질 수 있는 것을 보였다. 이 극소에너지 정리는 엔형단면이 아닌 각종 단면봉재의 비틀림 문제에서도 비틀림 응력함수를 도입하고, 경제조전을 만족하는 근사공력 함수방정식을 가정함으로써 간단하게 그 근사해를 구하는 데까지 직장할 수가 있다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.16 no.10
• /
• pp.6504-6510
• /
• 2015

Horizontally curved I-girders are subjected to not only bending moments but also torsional moments. The torsional moment of the plate girder is addition of St. Venant torsion and non-uniform torsion. In the flange of I-shaped plate girder, a kind of open-section, the normal stresses is not distributed uniformly due to the non-uniform torsion. Because of that, one of compression flange tip can be yielded faster than the flange of general straight girder. In other words, the flange local buckling strength is decreased when the girder has initial curvature. In this paper, the numerical analysis is conducted to investigate the average stresses in flange for curved girders. The subtended angle and slenderness ratio are taken as parameters.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.15 no.4
• /
• pp.2399-2405
• /
• 2014

A fish-bone type bridge is vulnerable to the torsional behavior due to the single girder system with planar zigzag conformation. The fixed connecting area between the girder and pier is the special weak point because the torsional load creates excessive stress concentration. Therefore, the method to reduce the stress concentration is required. In this study, the reduction efficiency of various reinforcing types to reduce the excessive stress occurring at the connecting area is evaluated by using numerical analyses.

• Geotechnical Engineering
• /
• v.4 no.1
• /
• pp.17-28
• /
• 1988

Among several types of element tests to predict soil behalf.iota in a laboratory, the torsion shear apparatus, in which the directions of principal stresses could be rotated during shearing, wra explained. In this study, this torsion shear apparatus was improved so as to be used in tests on clay specimens . And some undrained torsion shear tests u.ere performed on remolded specimens of Ko-consolidated clay to investigate the influence of reorientation of the principal stress directions on the stress-strain behavior The soil behavior by the torsion shear apparatus without torque was compared It.ith that by the conventional triaxial compression tests . The stress path, provided by both vertical loads and torque during torsion shear tests, has much effect on the stress-strain behavior, the pore pressure and the effective principal stress ratio . The rotation angle of the principal stress and the b-value were gradually increased with increasing shear strain, but converged to the values at failure.

• Journal of the Korean Society for Nondestructive Testing
• /
• v.24 no.2
• /
• pp.136-141
• /
• 2004

A torsional guided wave mode was applied to detect a crack in a pipe. An array of electromagnetic acoustic transduce. (EMAT that can generate and receive torsional guided ultrasound with the frequency of 200kHz was designed and fabricated for testing a pipe of 2.5 inch diameter Artificial notches with various depths were fabricated in a bent feeder pipe mock-up and the detectability was examined from the distance of 2m of the specimen. The axial notches with the depth of 5% of wall thickness were successfully detected by a torsional mode (T(0,1)) generated by the EMAT However, it was found that the depth of defects was not related to the signal amplitude.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.15 no.10
• /
• pp.5955-5962
• /
• 2014

Generally, the frame design of a vehicle is a critical technology that plays an important role in the racing and high performance sports car market. The high performance of race car frame means that it requires high torsional stiffness because it directly affects the cornering behavior of the race car. The optimal design for the frame of a low-cost single seat race car was carried out using the DOE (Design Of Experiments) with Taguchi's orthogonal array and FEM (Finite Element Method) analysis to secure sufficient torsional stiffness in this paper. According to the results by DOE and FEM analysis, the optimal design case produced improved 10.7% and 14.5% improvement in each stiffness-to-weight ratio and frame weight than in the early design step. Therefore, this paper shows that the optimal design with Taguchi's orthogonal array is very useful and effective for designing a tubular space frame of a low-cost single seat race car in the early design step.

• Journal of the Society of Naval Architects of Korea
• /
• v.34 no.4
• /
• pp.99-107
• /
• 1997

A mixed type finite element method is applied to the nonuniform shear warping beam theory which is very useful for the structural analysis of thin-walled sectional beams considering the shear deformation. As known generally, it is shown that the mixed type finite element method, compared with the displacement type one, can give more balanced accuracy of results in calculating the stresses and displacements of the structure. In this paper, one typical example, the flexural-torsional problem of a discontinuously variable sectional beam under coupled end torsional moments, is selected and analyzed to validate the usefulness of the developed beam element.

• Journal of the Korea Concrete Institute
• /
• v.25 no.1
• /
• pp.63-72
• /
• 2013

HTB (hybrid truss bridge) steel truss webs instead of concrete webs in prestressed box girder bridges has been widely used in, because of its structural benefit such as relatively less self-weight and good aesthetics due to open web structure. Since the core technology of this bridge is the connection system between concrete slabs and steel truss members, several connection systems were proposed and experimentally evaluated. Also, the selected joint system was applied to the real bride design and construction. The researches were performed on the connection system, since it can affect the global behavior of this bridge such as flexural and fatigue behaviors as well as the local behavior around the connection region. The evaluation study showned that HTB applied to a curved bridge or a eccentric loading bridge, characteristic has a weak torsional capacity compared to an ordinary PSC box girder bridges due to the open structure of HTB. In this study, three box shaped hybrid truss specimens were made and the torsional test and evaluation for them were performed in order to find out the torsional behavior of HTB according to the connection system.