• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.117-120
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• 2008

Numerical simulations and experiment of a hydrodynamic and thermally developed turbulent flow through square ducts (3.0 ${\times}$ 3.0 cm) with twisted tape inserts and with twisted tape inserts plus interrupted ribs are conducted to investigate regionally averaged heat transfer and friction factors. Turbulent swirl flows having Reynolds numbers ranging from 8,900 to 29,000, a rib height-to-channel hydraulic diameter(e/D$_h$) of 0.067, and a length-to-hydraulic diameter(L/D$_h$) of 30, are considered. The square ribs are arranged to follow the trace of the twisted tape and along the flow direction defined as axial interrupted ribs. The twisted tape has 0.1 mm thick carbon steel sheet with diameter of 2.8 cm, length of 90 cm, and 2.5 turns. Each wall is composed of isolated aluminum sections, and two cases of surface heating are set. The results show that uneven surface heating enhances the heat transfer coefficient over uniform heating conditions, and square ducts with twisted tape inserts plus interrupted ribs produces the best overall transfer performance.

• 소성∙가공
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• 제24권2호
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• pp.130-137
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• 2015

This paper presents the development process of automotive side door impact beam for passenger cars. Weight reduction while maintaining functional requirements is one of the major goals in the automotive industry. In this study, thin-walled side door beam using quenchable boron steel was designed to reduce the weight of conventional side door tubular one. In order to estimate design for the proposed side door beams, the static side impact protection tests(FMVSS 214) were conducted using the finite element method. Based on the simulation results, geometry modification of the side door beam has been performed via creating new reinforcing ribs. Furthermore, the manufactured frontal impact beam was mounted on the real side door of a passenger car, and then static impact protection test carried out. It is concluded that the presented test results can provide significant contribution to the stiffness of side door impact beams and light-weighting door research.

• KIEAE Journal
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• 제8권1호
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• pp.99-104
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• 2008

This study surveys the types of form works used for constructing composite basement walls found in domestic construction sites. Based on expert surveys, the research provides criteria for selecting a form work type and cost-benefit analysis for different types of form works. In selecting a form work type, safety was considered the most important factor. It is induced from the survey that a successful construction requires a form work type that could solidly bear the lateral pressure of concrete rather than other types that cut back the cost and shorten the construction period. In the cost-benefit analysis, the benefit was the highest in 'euro-form+soldier system', and the cost was most competent in 'rib-lath+soldier system'. In considering benefit and cost together, 'euro-form+soldier system' was judged to be the best option. This is likely to be attributed to the following reasons: site workers are familiar with euro-forms because it is the most widely used; and, soldier system is more reliable in bearing lateral pressure compared to steel pipes.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2008년도 하계학술발표대회 논문집
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• pp.1366-1371
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• 2008

Four simulation models of plastic plate heat exchangers are designed and simulated. The flat plate type heat exchanger is designed as the reference model in order to evaluate how much thermal performance increases. The turbulence promoter type heat exchanger is fabricated with cylindrical-type vortex generators and rib-type turbulence promoters. The corrugate type is obtained from the conventional stainless steel compact heat exchangers, which are called the herringbone-type compact heat exchangers. The dimple type heat exchanger has a number of dimples on its surface. In this study, the flow and heat transfer characteristics of the plastic plate heat exchanger are investigated using numerical simulation and compared with experimental results. The flows are assumed as a three-dimensional, incompressible and turbulent model. The standard k-$\varepsilon$ model is used as the turbulent flow modeling, the SIMPLE algorithm is used to treat the coupling between pressure and velocity, and first order upwind scheme is used for discretization of momentum, turbulent and energy. The computational analysis and experimental results both show that the friction coefficient and Nu number is highest in the corrugate type.

• International Journal of Air-Conditioning and Refrigeration
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• 제17권2호
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• pp.52-60
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• 2009

The purpose of this research is to develop high efficiency plastic plate heat exchangers which can be substituted for conventional aluminum plate heat exchangers. Four simulation models of plastic plate heat exchangers are designed and simulated: that is, flat plate type, turbulent promoter type, corrugate type and dimple type heat exchanger. The flat plate type is designed as the reference model in order to evaluate how much thermal performance increases. The turbulent promoter type is fabricated with cylindrical-type vortex generators and rib-type turbulent promoters. The corrugate type is obtained from the conventional stainless steel compact heat exchangers, which are called the herringbone-type compact heat exchangers. The dimple type has a number of dimples on its surface. In this study, the flow and heat transfer characteristics of the plastic plate heat exchanger are investigated using numerical simulation and compared with experimental results. Numerical simulation is carried out using the FLUENT code. The flows are assumed as a three-dimensional, incompressible and turbulent model. The computational analysis and experimental results both show that the friction coefficient and Nu number is highest in the corrugate type. The tendency of numerical simulation results is in good agreement with that of the experimental results.

• 한국건축시공학회지
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• 제23권5호
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• pp.509-517
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• 2023

철근 부식을 해결하기 위해 FRP에 관한 연구가 증가하고 있다. CFRP는 경량화로 시공성이 용이하며, 내식성 및 내화학성이 뛰어나 이형철근 대체제로 지목되고 있다. 하지만 CFRP는 섬유와 레진을 압착하여 만들어져 열에 취약한 단점이 존재한다. 이러한 CFRP에 관한 연구는 미비한 실정이며, 본 연구에서는 고온 가열 이후 CFRP와 GFRP의 부착강도에 관한 연구를 실시하였다. 그 결과 규사코팅 CFRP와 리브형 CFRP, GFRP 모두 비슷한 부착강도 발현을 보였다.

• 지질공학
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• 제30권1호
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• pp.43-57
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• 2020

본 연구는 기존의 강지보재보다 우수한 고강도 격자지보재를 개발하여 그 성능을 평가하기 위함이다. 이를 위해 수치해석을 이용한 지보재의 구조적 특성을 분석하였고, 시작품에 대한 최대 굽힘하중시험과 용접이음부 인장강도시험을 실시하여 그 성능을 평가하였다. 구조해석 결과에 따른 최적의 상하부부재와 플레이트의 규격은 50 mm × 31.8 mm × 25.4 mm로 시공성과 경제적이 우수한 것으로 나타났다. 굽힘 하중시험으로부터 확정된 규격 55 mm × 30 mm × 20 mm와 85 mm × 30 mm × 20 mm의 고강도 격자지보재는 기준값과 H형강 100과 125의 목표값 모두 만족하는 것으로 나타났다. 이론 처짐량과 실제 처짐량의 비를 검토한 결과, 이 연구에서 개발된 고강도 격자지보재는 독일연방 철도국에서 제시하고 있는 격자지보재 처짐량의 평가기준 5 이하로 나타났다. 마지막으로 용접이음부에 대한 인장시험 결과는 고강도 격자지보재의 주봉-보조봉-플레이트가 접하는 용접이음부 인장강도가 목표값 이상으로 나타나 용접이음부에 대한 안정성은 충분한 것으로 나타났다.

• 콘크리트학회논문집
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• 제25권1호
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• pp.53-61
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• 2013

코일철근의 직선화 가공성을 향상시키기 위한 마디 형상으로, 철근 축과 마디 사이각 $50^{\circ}$, 마디 윗면 폭(crest width) $0.15d_b$, 마디의 종단면 각도(flank inclination) $55^{\circ}$에 초승달 모양 지압면을 가진 생선뼈 마디(fishbone-shaped transverse rib)를 제안하였다. 이 형상은 직선화 기계의 롤러 홈(groove)과 철근 외부의 접촉면적을 넓혀 마디 손상을 최소화하며 직선도를 향상시키고 가공 생산성을 높일 것으로 기대된다. 제안된 형상을 포함하여 마디 각도가 상이한 3종류의 코일철근(SD500D16 강종)에 대한 부착강도 평가를 위해 겹침이음실험을 실시하였다. 3종의 코일철근은 기존 부착강도 평가식에 따른 예측값보다 평균 10%이상 높은 부착강도를 지닌 것으로 평가되었다. 이것은 코일철근의 상대마디면적비가 기존 평가식 유도에 사용된 실험보다 높기 때문으로 판단된다. 부착강도에 대한 직선철근과 코일철근의 상관계수(correlation coefficient)는 0.94이상 이였으며, 코일철근의 부착성능이 직선철근과 거의 유사함을 알 수 있다. 따라서 실험에 사용된 코일철근의 정착길이와 이음길이 설계에 현행설계기준을 적용하는 것이 타당한 것으로 평가된다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2402-2407
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• 2007

Heat transfer distributions and friction factors in square channels (3.5 ${\times}$ 3.5 cm) with twisted tape inserts and with twisted tape inserts plus interrupted ribs are respectively investigated. Tests are performed for Reynolds numbers ranging from 8,900 to 29,000. The rib height-to-channel hydraulic diameter, e/Dh, is kept at 0.057 and test section length-to-hydraulic diameter, L/Dh is 30. The twisted tape is 0.1 mm thick carbon steel sheet with diameter of 3.3cm, length of 90cm, and 2.5 turns. The square ribs are arranged to follow the trace of the twisted tape and along the flow direction defined as axial interrupted ribs. Each wall of the square channel is composed of isolated aluminum sections. The following conclusions from the experimental study were drawn as: 1) In the 4 heating wall channel with twisted tape inserts, Nusselt number based on bottom wall temperature is enhanced by 1.2 - 1.6 times if adding the axial interrupted ribs on the bottom wall only. 2) The twisted tape with interrupted ribs under the two-sided heating condition produces the highest heat transfer performance. 3) Friction factor data obtained for the square channel with twisted tape inserts plus axial interrupted ribs are less than those in the past publications for circular tubes with axial interrupted ribs and twisted tape inserts.

• 지질공학
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• 제18권1호
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• pp.93-102
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• 2008

최근 국내 터널현장에서는 기존 H형 강지보의 단점을 보완한 격자지보의 사용이 증가하고 있다. 격자지보는 숏크리트와 일체구조를 형성하며 지반을 지지한다. 따라서 지반하중을 산정하기 위해서는 격자지보 계측이 필요하다. 그러나 국내 터널 현장에서 격자지보 계측은 거의 수행되지 않고 있으며 적절한 계측 방법에 대한 이론도 확립되지 못한 상태이다. 숏크리트 계측에서는 무응력 상태에서 지반하중과 관계없이 숏크리트에서 발생하는 변형률에 대한 고려가 필요하지만 이에 대한 보정은 거의 이루어지지 알고 있다. 본 연구에서는 터널 현장에서의 격자지보와 무응력 숏크리트 계측 결과를 분석하여 주지보 계측의 신뢰성을 향상시킬 수 있는 방안을 제시하였다.