• Advances in nano research
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• 제2권2호
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• pp.99-109
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• 2014

Experiments are performed to investigate the single-phase flow heat transfer augmentation of MWCNT/HT-B Oil in both smooth and micro-fin helical tubes with constant wall temperature. The tests in laminar regime were carried out in helical tubes with three curvature ratios of 2R/d=22.1, 26.3 and 30.4. Flow Reynolds number varied from 170 to 1800 resulting in laminar flow regime. The effect of some parameters such as the nanoparticles concentration, the dimensionless curvature radius (2R/d) and the Reynolds number on heat transfer was investigated for the laminar flow regime. The weight fraction of nanoparticles in base fluid was less than 0.4%. Within the applied range of Reynolds number, results indicated that for smooth helical tube the addition of nanoparticles to the base fluid enhanced heat transfer remarkably. However, compared to the smooth helical tube, the average heat transfer augmentation ratio for finned tube was small and about 17%. Also, by increasing the weight fraction of nanoparticles in micro-fin helical tubes, no substantial changes were observed in the rate of heat transfer enhancement.

• 한국정밀공학회지
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• 제24권8호통권197호
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• pp.34-40
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• 2007

In this study, focusing on reducing a load in forming helical gears, the extrusion using two-step processes for manufacturing helical gear is proposed. The process is composed of the extrusion step in which spur gear to be used as a preform in next step is formed, and the torsion step in which the preform of spur gear is formed to helical gear. Upper-bound theory for the two-step process is applied and compared with the results of experiment. The result of upper-bound solution has a good agreement with that of the experiment and the FE analysis. The newly proposed method can be used as an advanced forming technique to remarkably reduce a forming load, to prolong a tool life, and to replace the conventional forming process of helical gears. Results obtained from the extrusion using two-step processes enable the designer and manufacturer of helical gear to be more efficient in this field.

• 한국안전학회지
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• 제12권4호
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• pp.114-121
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• 1997

Helical anchors are foundation structure that designed to resist uplift loads are installed by applying in load to shaft while rotating it into the ground. These can be a cost effective means of proving tension anchorage for foundation where soil conditions permit their installation because of ease of installation. At present time, tapered helical anchors are commonly used to carry uplift loads. The uplift capacity includes the following factors : the height of overburden above the top helix, the resistant along a cylinder, the weight of the soil in the cylinder and suction force. In order to make clear behavior characteristics of helical anchors with pullout, model tests were conducted with respect to various embedment depth, space of helix, shape of helix. Based on the experimental study, the following conclusions are drawn. 1) The uplift capacity of multi helical anchors increase with embedment ratio of anchors The increase is smooth after critical uplift capacity. 2) Critical breakout factors and critical embedment ratio of multi helical anchor exist 7∼8, 4∼6 respectively. 3) Variation of uplift capacity with helix spaces show down after S/D=5. 4) Critical breakout factors of helical anchor in the laboratory test are similar to Das's theory.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2004년도 추계학술대회논문집
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• pp.124-127
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• 2004

In the previous experimental study about extrusion of circular product with four helical fins, it was known that product with helical fins may not to be rotated during extruding with rotating extrusion dies in spite of using twisted dies. According to the results of experiments with Plasticin material, it was anticipated that the extrusion load could be reduced if rotating dies could be used, because it needs high pressure in order to twist billet and form fin shape on the surface of product in the case of using conventional fixed helical dies. So, in this paper, according to the extrusion load analyzed by DEFORM-3D software, optimal rotational velocity of rotating dies can be obtained, and the twisting, angle of product can be analyzed during extruding product with helical fins in the case of two types of rotating of dies. The results of analysis by DEFORM-3D show that the twisting angle of product can be controlled by twisted angle of extrusion helical dies and the rotational velocity of helical dies.

• Journal of Mechanical Science and Technology
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• 제16권11호
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• pp.1395-1403
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• 2002

The characteristics of gear meshing vibration undesgo change as the vibration is transmitted from the gear to the housing. Therefore, vibration transmission characteristics of helical gear systems must be understood before the effective methods of reducing gear noise can be found. In this work, using a helical gear with different lead errors, the gear vibration in the rotational direction and the bearing vibration are measured. The frequency characteristics of gear and bearing vibration are investigated and a comparson is also provided.

• 소음진동
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• 제10권1호
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• pp.74-81
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• 2000

The vibrational model of a helical gear pair is developed with considering the elastic deformation of the active teeth and the body to be a rigid. The main source of vibration in geared system which has been known to be the gear transmission error is mathematically formulated and used for the analysis of vibrational characteristics of geared system. As an example, a simple geared system containing a helical gearing is considered. The critical speeds are found by the campbell diagram and compared with the experimental results.

• 한국지반신소재학회논문집
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• 제13권4호
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• pp.77-85
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• 2014

헬리컬 파일(helical pile)은 회전 관입기로 시공이 가능하므로 비교적 소형의 장비로 말뚝 시공이 가능한 장점이 있어, 최근 다양한 현장에서 그 사용이 증가하고 있다. 그러나 헬리컬 파일의 지지력을 평가하기 위한 현장 정재하시험은 시험하중만큼의 사하중, 반력 말뚝, 반력 앵커 등이 필요하다는 단점이 있다. 본 연구에서는 헬리컬 파일에 상대적으로 재하장치가 간단하고 시험이 간편한 양방향 재하시험을 적용하였으며, 양방향 재하시험 결과와 정재하시험 결과를 비교하였다. 양방향 재하시험은 헬리컬 파일의 중공형 중심축(shaft)에 중심축의 직경과 일치하고 중심축 내부 공간으로 유압재하용 호스가 나올 수 있도록 특수하게 제작된 유압식 셀(cell)을 나선형 원판(helix plate)사이에 삽입한 후, 유압 셀(cell)에 가압하여 지지력을 측정하는 방식으로 수행되었다. 양방향 재하시험은 유압식 셀을 최하단 나선형 원판 상부에 삽입한 경우와 최상단 나선형 원판 상부에 삽입한 두 가지 케이스로 시험을 진행하였으며, 각각의 방법이 선단지지력과 주면마찰력을 측정할 수 있도록 말뚝 두부의 변형을 제한하였다. 시험은 89mm, 114mm의 중심축에 450mm, 350mm, 200mm의 나선형 원판을 부착하여 제작한 헬리컬 파일로 수행되었으며, 시험 결과 정재하시험으로 산정한 지지력과 양방향 재하시험으로 산정한 지지력이 유사함을 확인하였다.

• 한국콘텐츠학회논문지
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• 제20권11호
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• pp.669-675
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• 2020

본 연구에서는 헬리컬파일의 지지력 특성 규명을 위하여 현장재하시험을 통하여 얻은 실측 지지력과 이론식에 의해 산정된 예측 지지력을 비교 분석하였다. 헬리컬파일은 중공형 축에 중공형 축보다 직경이 큰 하나 혹은 다수의 나선형 원판을 부착시킨 형상의 파일이다. 헬리컬파일은 굴삭기에 부착된 회전관입기를 사용하여 파일을 지반에 회전 관입시키기 때문에 항타와 굴착이 필요한 다른 말뚝에 비해 소음이 작고, 비교적 소형 장비로 시공이 가능하여 공간이 협소한 도심지에서도 시공이 용이하다. 최근 들어 헬리컬파일을 적용한 기초 공법의 설계와 시공이 많이 실시되고 있으나 헬리컬파일의 지지력에 관한 연구는 설계와 시공 사례에 비하여 아직 미진하다. 현장재하시험은 이음부, 헬리컬파일의 규격, 재하시험의 종류, 그라우팅 실시 여부를 변수로 총 10회 실시하였다. 이론식에 의한 말뚝의 예측 지지력은 Individual bearing method와 Cylindrical shear method을 통하여 산정하였다.

• Geomechanics and Engineering
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• 제8권4호
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• pp.615-630
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• 2015

The use of helical anchors has been extensively beyond their traditional use in the electrical power industry in recent years. They are commonly used in more traditional civil engineering infrastructure applications so that the advantages of rapid installation and immediate loading capability. The majority of the research has been directed toward the tensile uplift behaviour of single anchors (only one plate) by far. However, anchors commonly have more than one plate. Moreover, no thorough numerical and experimental analyses have been performed to determine the ultimate pullout loads of multi-plate anchors. The understanding of behavior of these anchors is unsatisfactory and the existing design methods have shown to be largely inappropriate and inadequate for a framework adopted by engineers. So, a better understanding of helical anchor behavior will lead to increased confidence in design, a wider acceptance as a foundation alternative, and more economic and safer designs. The main aim of this research is to use numerical modeling techniques to better understand multi-plate helical anchor foundation behavior in soft clay soils. Experimental and numerical investigations into the uplift capacity of helical anchor in soft clay have been conducted in this study. A total of 6 laboratory tests were carried out using helical anchor plate with a diameter of 0.05 m. The results of physical and computational studies investigating the uplift response of helical anchors in soft clay show that maximum resistances depend on anchor embedment ratio and anchor spacing ratio S/D. Agreement between uplift capacities from laboratory tests and finite element modelling using PLAXIS is excellent for anchors up to embedment ratios of 6.

• Journal of Advanced Marine Engineering and Technology
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• 제31권6호
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• pp.707-714
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• 2007

The heat transfer coefficient and Pressure drop during gas cooling process of $CO_2$ (R-744) in inclined helical coil copper tubes were investigated experimentally. The main components of the refrigerant loop are a receiver. a variable-speed pump. a mass flow meter, a pre-heater and a inclined helical coil type gas cooler (test section). The test section consists of a smooth copper tube of 2.45mm inner diameter. The refrigerant mass fluxes were varied from 200 to $600[kg/m^2s]$ and the inlet Pressures of gas cooler were 7.5 to 10.0 [MPa]. The heat transfer coefficients of $CO_2$ in the inclined helical coil tubes increases with the increase of mass flux and gas cooling pressure of $CO_2$. The pressure drop of $CO_2$ in the gas cooler shows a relatively good agreement with those Predicted by Ito's correlation developed for single-phase in a helical coil tube. The local heat transfer coefficient of $CO_2$ agrees well with the correlation by Pitla et al. However, at the region near pseudo-critical temperature. the experiments indicate higher values than the Pitla et al. correlation. Therefore. various experiments in the inclined helical coil tubes have to be conducted and it is necessary to develop the reliable and accurate prediction determining the heat transfer and pressure drop of $CO_2$ in the inclined helical coil tubes.