• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
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• pp.381-388
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• 2001

Behavior characteristics of coil shaped elastoplastic dampers, a sort of hysteretic damper, are studied on through experiments and numerical analyses. The coil shaped elastoplastic damper shows bilinear force-deformation relationship, and no stress concentration is occurred in the device. Numerical model, which is constructed through calibration with experimental results, shows good agreement with experiment, The coil shaped elastoplastic damper has lower yielding strength and stiffness under transversal loading compared to axial leading. Additional studies are required on behavior characteristics according to configuration variation of coil shaped elastoplastic dampers.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.292-299
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• 1999

In order to investigate dynamic behaviors of marine cables under wave and earthquake forces a geometric nonlinear. F, E formulation of marine cables is presented and tangent stiffness and mass matrices for the isoparametric cable element are derived, The initial equilibrium state of cables subjected to self -weights and current forces is determined and free vibration and dynamic nonlinear analysis of cable structures under additional environmental loads are performed based on the initial configuration Challenging examples are presented and discussed in order to demonstrate the feasibility of the present finite element method and investigate dynamic nonlinear behaviors of marine cables.

• 한국터널지하공간학회 논문집
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• 제18권5호
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• pp.389-399
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• 2016

해저 터널의 안정성 평가는 계측 변위 이외에도 응력, 수압 그리고 지반강성(열화) 등 다른 계측 정보를 사용해서 역해석 알고리즘에 반영하면, 그 효율성이 증대될 수 있다. 본 연구에서는 FLAC3D 프로그램에 내장된 FISH 언어를 사용해서, 기 구축된 변위-응력 기반의 차분진화 알고리즘을 수정 및 확장하였다. 확장된 차분진화 알고리즘에는 변위, 응력 정보 외에도 수압 및 지반 및 라이닝 열화 정보도 입력 인자로 사용되었다. 해저 터널 안정성 평가에 추가적인 계측 정보를 활용하면, 터널 역해석에 대한 오차율이 감소함을 확인할 수 있었다.

• Journal of the Korean Wood Science and Technology
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• 제40권6호
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• pp.431-444
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• 2012

바닥구조의 충격음 차단성능은 바닥의 구성요소에 의해 많은 영향을 받는데, 그중 목조 바닥구조의 경우 중량의 흡읍층과 바닥구조의 강성이 주요한 영향인자로 고려되어 왔다. 본 연구에서는 국내 시공된 목조 건축물에 대해서 현장 실험을 통해 바닥 구성요소가 충격음 차단성능에 미치는 영향에 대해서 살펴보았다. 목조 바닥의 충격음 차단성능은 상대적으로 낮은 저주파수 대역에서의 음압레벨에 의해 전체적인 성능이 좌우되었으며, 흡읍층과 바닥구조의 강성 보강에 의해 저주파수 대역 음압레벨을 감소시켜 충격음 차단성능을 향상시킴을 알 수 있었다. 특히, 바닥난방을 위해 설치되는 시멘트 몰탈층과 같은 충격음 흡수층과 원래 경간의 중간 지점에 보를 설치하여 장선 경간을 줄여줌으로써 목조 바닥의 강성을 증가시킨 경우에 중량 충격음 차단성능이 크게 향상되었다.

• Journal of Advanced Marine Engineering and Technology
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• 제6권2호
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• pp.69-91
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• 1982

The major factors which affect the crankshaft axial vibration are such items as the axial stiffness and mass of crankshaft, the thrust block stiffness, the propeller's entrained water and the exciting and damping forces of engine, propeller and shafting. Among above mentioned items, the axial stiffness and mass of crankshaft, thrust block stiffness and propeller's entrained water were treated in detail in part I, and so in this paper, the rest of above items will be studied. The exciting forces of crankshaft axial vibration are generated mainly from the gas explosion pressure of cylinder, the thrust fluctuation of propeller, and sometimes the torsional vibration of crankshaft induces the crankshaft axial vibration. As for the propeller thrust fluctuation, its harmonic components can be fairly exactly calculated from the experimental results of propeller in the towing tank, but as the calculation process is rather tedious and laborious, the empirical values are ordinarily used. On the other hand, the table of harmonic components of gas pressure has been already published by major slow speed diesel engine makers, but the axial thrust conversion factor of radial force is not unknown yet, and as its estimated value is unreliable, the axial vibration force of gas pressure is uncertain. As the calculation of damping force is very complicated and it includes some uncertain factors, the thoretically estimated amplitudes of axial vibration are much more incorrect in comparison with those of torsional vibrations. Authors have paid special attentions to deriving the theoretical calculation formula of axial conversion factor of radial force and damping force of crankshaft axial vibration and developed a computer program to calculate resonance amplitudes and additional stresses of crankshaft axial vibrations. Also, to check the reliability of the developed computer program, the axial vibrations of three ships' propulsion shaftings were analyzed and their results were compared with those of measured values and makers' results.

• Tribology and Lubricants
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• 제39권1호
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• pp.28-34
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• 2023

Because of their cleanliness, low friction, and high stiffness, aerostatic bearings are used in numerous applications. Aerostic bearings that use porous materials as means of flow restriction have higher stiffness than other types of bearings and have been successfully applied as guide bearings, which have high motion accuracy requirements. However, the performances of porous bearings exhibit strong nonlinearity and can vary considerably depending on design parameters. Therefore, accurate prediction of the performance characteristics of porous bearings is necessary or their successful application. This study presents a porous bearing design and performance analysis for a spindle used in wafer polishing. The Reynolds and Darcy flow equations are solved to calculate the pressures in the lubrication film and porous busing, respectively. To verify the validity of the proposed analytical model, the calculated pressure distribution in the designed bearing is compared with that derived from previous research. Additional parametric studies are performed to determine the optimal design parameters. Analytical results show that optimal design parameters that obtain the maximum stiffness can be derived. In addition, the results show that cross-coupled stiffness increases with rotating speed. Thus, issues related to stability should be investigated at the design stage.

• Design & Manufacturing
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• 제12권2호
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• pp.40-45
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• 2018

Recently, in construction equipment machinery production, development has focused on environmentally-friendly functions to improve existing production capacity. For excavators as well, emphasis has been placed on response to environmental regulations, miniaturization, and noise reduction, while technology is being developed considering cost reduction and safety.Accordingly, the front support, an inner reinforcement part of the excavator, as well as high-strength steel plates to improve safety and reduce weight, are being applied.However, in the case of high-strength materials, Springback occurs in the final formed part due to high residual stress during product forming. Derivation of a forming or product shaping process to reduce springback is needed. Accordingly, regarding the front support, an inner reinforcement part of the excavator, this study derived a method to improve springback and secure shape stiffness through analysis of the springback occurrence rate and springback causes through a forming analysis.As for the results of analyzing the springback occurrence rate of existing products through forming analysis, springback of -22.6 mm < z < 27.35 mm occurred on the z-axis, and it was confirmed that springback occurred due to the stiffness reinforcing bead of the upper and middle parts of the product.To control product residual stress and springback, we confirmed a tendency of springback reduction through local pre-cutting and stiffness reinforcement bead relocation.In the local pre-cutting model, springback was slightly reduced by 5.3% compared with the existing model, an insignificant reduction effect. In the stiffness reinforcement bead relocation model, when an X-shaped stiffness reinforcement bead was added to each corner portion of the product, springback was reduced by at least 80%.The X-shaped bead addition model was selected as the springback reduction model, and the level of stiffness compared to the existing model was confirmed through a structural analysis.The X-shaped bead additional model showed a stress springback of 90% and springback reduction of 7.4% compared with the existing model, indicating that springback and stiffness will be reinforced.

• 한국구조물진단유지관리공학회 논문집
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• 제26권3호
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• pp.103-110
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• 2022

본 연구의 목표는 수직분할된 철근콘크리트 전단벽의 철근상세에 따른 강성 및 강도 저감에 대해 실험적으로 평가하는 것이다. 본 연구에서는 수직분할에 따른 강도 및 강성 저감효과를 확인하기 위해 실 스케일 실험체 4개를 제작하여 반복 횡가력 실험을 수행하였다. 실험결과, 수직분할에 따라 강도 및 강성이 감소되는 것을 확인하였다. 특히 강도 저하율보다 강성 저하율이 큼에 따라 수직분할에 따른 하중 재분배 시 극한강도에 대한 안전성을 확보할 수 있을 것으로 기대된다. 균열양상을 확인한 결과, 분할된 벽체 중 압축지배를 받는 벽체에서 사인장 균열이 발생하였기 때문에 강도 평가 시 휨 강도 뿐만 아니라 전단저항 메커니즘을 같이 고려해야 한다. 벽체 단면 수직철근의 변형률 분포 분석 결과, 분할 후 두 개의 중립축이 발생하며 상부에서는 반전된 변형률 분포가 나타나 이중 곡률을 갖는 벽체의 양상을 보였다. 추후 연구에서는 벽체의 유효높이를 고려한 강성 저감률 평가가 필요하며 추가로 벽체 형상비 등 추가 변수에 대한 평가 및 유한요소해석을 이용한 다양한 벽체에 대한 해석적 연구가 필요하다.

• Steel and Composite Structures
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• 제41권5호
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• pp.681-695
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• 2021

Many existing transmission or communication towers designed several decades ago have undergone nonreversible performance degradation, making it hardly meet the additional requirements from upgrades in wind load design codes and extra services of electricity and communication. Therefore, a new-type non-destructive reinforcement method was proposed to reduce the on-site operation of drilling and welding for improving the quality and efficiency of reinforcement. Six built-up steel angle members were tested under compression to examine the reinforcement performance. Subsequently, the cyclic loading test was conducted on a pair of steel angle tower sub-structures to investigate the reinforcement effect, and a simplified prediction method was finally established for calculating the buckling bearing capacity of those new-type retrofitted built-up steel angles. The results indicates that: no apparent difference exists in the initial stiffness for the built-up specimens compared to the unreinforced steel angles; retrofitting the steel angles by single-bolt clamps can guarantee a relatively reasonable reinforcement effect and is suggested for the reduced additional weight and higher construction efficiency; for the substructure test, the latticed substructure retrofitted by the proposed reinforcement method significantly improves the lateral stiffness, the non-deformability and energy dissipation capacity; moreover, an apparent pinching behavior exists in the hysteretic loops, and there is no obvious yield plateau in the skeleton curves; finally, the accuracy validation result indicates that the proposed theoretical model achieves a reasonable agreement with the test results. Accordingly, this study can provide valuable references for the design and application of the non-destructive upgrading project of steel angle towers.

• 한국항공우주학회지
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• 제33권6호
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• pp.92-99
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• 2005

30톤 추력급 터보펌프에 대한 회전체 동역학 해석이 수행되었다. 연료펌프와 터빈에 의해서 유발되는 공력 및 수력 하중이 볼 베어링과 비접촉식 실의 강성 및 감쇠 예측을 위하여 고려되었다. 임계 속도의 분리 안전 여유와 회전체 부품의 팁 변위를 예측하기 위하여 임계 속도 해석과 질량 불평형 응답 해석이 수행되었다. 정확한 해석을 위하여 3차원 유한요소법을 사용하였고 1차원 전달함수 행렬법의 결과와 비교하였다. 탄성 링을 추가적으로 장착함으로써 베어링 지지부의 강성 제어를 통하여 충분한 공진 분리 여유의 확보가 가능함을 확인하였다.