• 한국추진공학회지
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• 제5권3호
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• pp.71-78
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• 2001

본 연구에서는 대기압하에서의 에틸알코올과 케로신 연료액적의 단일액적과 액적배열시 연소에 대한 실험적 조사의 결과를 보여주고 있다. 초기액적 직경은 정상적으로 1.3~l.8mm이었고 표준화된 초기 액적거리 간거리 1/do는 1.3l~2.60이었다. 실험결과 에틸알코올 및 탄화수소계 연료인 케로신의 연소속도상수(k)는 초기 액적크기에 관계없이 각각 0.0083, 0.0095 $\textrm{cm}^2$/sec로 일정하였다. 1차원 종렬로 배열된 케로신 연료액적은 표준화된 초기액적간 거리(1/do)가 감소할수록 연소속도 상수(k)는 간소하였으며 3번째 액적보다 2번째 액적이 더욱 많은 영향을 받았고 2.60이상에서는 액적수명 감소에 영향을 미치지 못하였다

• 한국추진공학회지
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• 제6권1호
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• pp.47-54
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• 2002

본 연구에서는 대기압하에서의 탄화수소계 연료인 제트유 연료액적에 대한 연소시 나타나는 액적의 연소특성 및 1차원 액적배열구조를 갖는 액적연소시 액적간격이 연소율 상수에 미치는 영향을 실험적으로 고찰하였다. 실험결과, 탄화수소계 연료인 제트유(jet A-1)는 실험조건하에서 단일 연료액적의 연소에 대해 액적크기에 상관없이 일정한 연소율 상수 $\kappa_c= 0.915{mm}^2$ 를 유지하였으며 대기압하에서 액적직경의 제곱$(d^2)$은 시간에 대하여 선형함수를 얻을 수 있었다. 또한, 1차원 배열구조를 갖는 액적연소(액적간격 $l/d_o$가 1.208~2.922)사이에 있어서 액적간격이 감소 할수록 액적의 연소율 상수 ${\kappa}_c$는 감소하였으며, 일정 액적간격을 가지는 액적군 연소시 3번째 액적 보다 2번째 액적의 연소율상수 ${\kappa}_c$에 미치는 영향이 더 크게 나타났다.

• 대한전자공학회논문지SD
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• 제41권8호
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• pp.51-57
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• 2004

Cascaded FBG(fiber Bragg grating)의 1차 분산과 2차 분산을 해석한 뒤 cascaded FBG의 2차 분산이 WDM/SCM (wavelength division multiplexing/subcarrier multiplexing) 시스템에서 발생한 왜곡 성분에 미치는 영향에 대하여 분석하였다. 아날로그 CATV의 최대 허용 왜곡 레벨인 IM₂ < -60 dBc, IM₃ <-95 dBc를 적용하여 최대 허용 왜곡 레벨에 도달하게 되는 값을 구하였고, 이 값을 통하여 왜곡의 허용 레벨 아래를 유지하기 위한 조건들을 제시하였다. Cascaded FBG-OADM을 사용한 WDM/SCM 시스템에서 공통주파수가 600 MHz, 광파장의 채널 간격이 50 GHz인 경우 FBG.의 3dB 반사 대역폭은 채널간격의 18 % 미만이 되어야 하며, 동일 조건에서 직접 변조 방식인 경우 18 %, 외부 변조 방식인 경우 70 % 미만이 되어야 한다는 제한을 받았다. 채널 간격이 50 GHz인 경우 공통주파수는 310 MHz 미만이 되어야 하며, FBG의 길이가 8 m인 경우 2차 혼변조 왜곡이 20 dB 이상 증가하였다.

• 소성∙가공
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• 제28권1호
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• pp.34-42
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• 2019

In this study, various alloying elements (Cr, Sr, Ca, Cd) were added to improve the mechanical properties of ADC12 fabricated by a die casting process. The effect of alloying elements on the microstructure and mechanical properties were investigated. The phase analysis results of the modified ADC12 alloy with conventional ADC12 alloy, showed the similar characteristics of Al matrix, Si phase, $CuAl_2$ phase and the Fe intermetallic phase. As a result of the microstructure observation, the secondary dendrite arm spacing (SDAS) was shown to have decreased after the addition of the alloying elements. The eutectic Si phase, which existed as flake form in the conventional ADC12 alloy, was modified finely as a fiber form in the modified ADC12 alloy. It was observed that the $CuAl_2$ phase as the strengthening phase was relatively finely distributed in the modified ADC12 alloy. The Fe intermetallic appeared as a Chinese script shaped $Al_6$ (Mn,Fe) which is detrimental to mechanical properties in conventional ADC12 alloy. On the other hand, in the modified ADC12 alloy, polyhedral ${\alpha}-Al_{15}Si_2$ $(Fe,Mn,Cr)_3$ was observed. The tensile properties were improved in the modified ADC12 alloy. The yield strength and tensile strength increased by 12.4% and 10.0%, respectively, in the modified ADC12 alloy, and the elongation was also seen to have been increased. As a result of the pin on disk wear test, the wear resistance properties were also improved by up to about 7% in the modified ADC12 alloy. It is noted that the wear deformation microstructures were also observed, and it was found that the fine eutectic Si and strengthening phases greatly improved abrasion resistance.

• 열처리공학회지
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• 제32권3호
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• pp.107-112
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• 2019

In order to investigate the effect of plastic deformation and annealing process parameters on strength and electrical conductivity of Cu-Fe alloys, Cu-10wt%Fe, Cu-15wt%Fe alloys were drawn up to ${\eta}=4$ and annealed in the temperature range of $300^{\circ}C$ to $700^{\circ}C$, followed by measurements of tensile strength and electric conductivity. As draw strain increases, tensile strength increases while electrical conductivity decreases. These observations result from reduction of dislocation density and decrease in Fe fiber spacing. Raising annealing temperature brought about decrease of tensile strength and increase of electrical conductivity up to $500^{\circ}C$, being followed by decreasing above $500^{\circ}C$. Such results are thought to be caused by decrease of dislocation density below $500^{\circ}C$ and rapid solubility increase of Fe in Cu above $500^{\circ}C$. For the purpose of obtaining both high strength and high conductivity, annealing process should be incorporated just prior to reaching to final draw strain. For Cu-10wt%Fe alloy, the tensile strength 706.9 MPa and the electrical conductivity 54.34%IACS were obtained through the processes of drawing up to ${\eta}=3$, annealing at $500^{\circ}C$ for 1 hour and additional drawing up to total strain of ${\eta}=4$.

• Steel and Composite Structures
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• 제38권2호
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• pp.121-139
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• 2021

Ultra-high strength concrete (UHSC) encased steel columns are receiving growing interest in high-rise buildings owing to their economic and architectural advantages. However, UHSC encased steel columns are not covered by the modern fire safety design code. A total of 14 fire tests are conducted on UHSC (120 MPa) encased steel columns under constant axial loads and exposed to ISO-834 standard fire. The effect of load ratio, slenderness, stirrup spacing, cross-section size and concrete cover to core steel on the fire resistance and failure mode of the specimens are investigated. The applicability of the tabulated method in EC4 (EN 1994-1-2-2005) and regression formula in Chinese code (DBJ/T 15-81-2011) to fire resistance of UHSC encased steel columns are checked. Generally, the test results reveal that the vertical displacement-heating time curves can be divided into two phases, i.e. thermal expansion and shortening to failure. It is found that the fire resistance of column specimens increases with the increase of the cross-section size and concrete cover to core steel, but decreases with the increase of the load ratio and slenderness. The EC4 method overestimates the fire resistance up to 186% (220 min), while the Chinese code underestimates it down to 49%. The Chinese code has a better agreement than EC4 with the test results since the former considers the effect of the load ratio, slenderness, cross section size directly in its empirical formula. To estimate the fire resistance precisely can improve the economy of structural fire design of ultra-high strength concrete encased steel columns.

• 한국염색가공학회지
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• 제34권3호
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• pp.185-196
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• 2022

In this study, carbon fiber and coated glass fiber are applied to warp and weft fiber in order to reduce the amount of carbon fiber used in carbon fiber fabrics, which are often used for reinforcement of building structures. A low-cost thermoplastic resin was coated on glass fibers to prepare a shape-stabilizing glass fiber. A unidirectional carbon fiber sheet was manufactured using the prepared coated glass fiber and carbon fiber. In order to identify whether it can be used for reinforcing architectural and civil structures, it was attached to a concrete specimen and its mechanical properties were analyzed. The optimum manufacturing conditions for the coated glass fiber were 0.3 mm in diameter of the coating nozzle, the coating temperature was 190 ℃, and the coating speed was 0.3 m/s. 14 mm was optimal for the weft spacing of the coated glass fiber. The flexural strength of the concrete reinforced with the manufactured unidirectional carbon fiber sheet was slightly lower than that of the concrete reinforced with carbon fiber fabric, but it was confirmed that the reinforcement effect was better when the amount of carbon fiber was considered.

• Structural Monitoring and Maintenance
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• 제9권1호
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• pp.43-57
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• 2022

One of the instances which demand structural engineer's greatest attention and upgradation is the changing live load requirement in bridge design code. The challenge increases in developing countries as the pace of infrastructural growth is being catered by the respective country codes with bigger and heavier vehicles to be considered in the design. This paper presents the case study of India where Indian Roads Congress (IRC) codes in its revised version from 2014 to 2017 introduced massive Special vehicle (SV) around 40 m long and weighing 3850 kN to be considered in the design of road bridges. The code does not specify the minimum distance between successive special vehicles unlike other loading classes and hence the consequences of it form the motivation for this study. The effect of SV in comparison with Class 70R, Class AA, Class A, and Class B loading is studied based on the maximum bending moment with moving load applied in Autodesk Robot Structural Analysis. The spans considered in the analysis varied from 10 m to 1991 m corresponding to the span of Akashi Kaikyo Bridge (longest bridge span in the world). A total of 182 analyses for 7 types of vehicles (class B, class A, class 70R tracked, class 70R wheeled, class AA tracked, AA wheeled, and Special vehicle) on 26 different span lengths is carried out. The span corresponding to other vehicles which would equal the bending moment of a single SV is presented along with a comparison relative to Standard Uniformly Distributed Load. Further, the results are presented by introducing a new parameter named Intensity Factor which is proven to relate the effect of axle spacing of vehicle on the normalized bending moment developed.

• 한국산업융합학회 논문집
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• 제26권1호
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• pp.193-199
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• 2023

In this study, an analysis was conducted to analyze the structural stability of the piezoelectric power generation module and to determine the optimal burying hole interval for concrete, the installation site of the power generation module. A piezoelectric element refers to a functional ceramic having a piezoelectric direct effect that converts mechanical energy into electrical energy and a piezoelectric reverse effect. In the analysis of the piezoelectric power generation module, the load condition was applied with about 16 tons and a total of 10 wheels in consideration of the container trailer. The purpose was to evaluate the stability of major components of the piezoelectric power generation module through finite element analysis. In order to determine the optimal burying location of the concrete ground for burying the piezoelectric power generation module, the stability of the ground structure according to the distance of the holes was determined. As a result of the analysis, the maximum stress of the piezoelectric power generation module was generated in the support spring, showing a stress of about 276.7 MPa. It was found that the spacing of holes for embedding the piezoelectric power generation module should be set to a minimum of 100 mm or more.

• 한국터널지하공간학회 논문집
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• 제11권2호
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• pp.189-198
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• 2009

현재 국내 외에서는 유류 지하 비축 공동, 식품 저장 공동 등과 같은 지하구조물 건설에 대한 관심이 증가하고 있다. 이러한 지하공동의 안정성을 평가할 때 형상비나 굴착면적을 비롯하여 지하공동이 굴착될 암반의 절리 발달 상태는 매우 중요하다. 따라서 본 연구는 형상비가 지하공동의 안정성에 미치는 영향을 안전율 중심으로 분석하였다 이를 위해 양호한 암반 내에 시공되는 공동의 네 가지의 형상비를 가정하고, 토피고, 측압계수, 절리의 간격, 강도 및 방향을 달리하여 민감도 분석을 실시하였다. 공동의 안정성은 강도감소기법을 이용하여 수치해석에 의해 얻은 안전율을 사용하여 평가되었다. 본 논문은 향후 불연속면을 포함한 암반에 시공되는 지하공동 설계 및 안정성 평가에 도웅이 될 수 있을 것으로 기대된다.