• 한국자동차공학회논문집
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• 제19권2호
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• pp.35-41
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• 2011

This work investigates the potential of in-cylinder thermal stratification and fuel stratification for extending the operating ranges in HCCI engines, and the coupling between thermal stratification and fuel stratification. Computational results areemployed. The computations were conducted using both a custom multi-zone version and the standard single-zone version of the Senkin application of the CHEMKINII kinetics rate code, and kinetic mechanism for di-methyl ether (DME). This study shows that the potential of thermal stratification and fuels stratification for extending the high-load operating limit by a staged combustion event with reduced pressure-rise rates is very large. It was also found that those stratification offers good potential to extend low-load limit by a same mechanism in high-load. However, a combination of thermal stratification and fuel stratification is not more effective than above stratification techniques for extending the operating ranges showing similar results of fuel stratification. Sufficient condition for combustion (enough temperature for) turns misfire in low-load limit to operate engines, which also leads to knock in high-load limit abruptly due to the too high temperature with high. DME shows a potential for maximizing effect of stratification to lower pressure-rise rate due to the characteristics of low-temperature heat release.

• 한국분무공학회지
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• 제21권2호
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• pp.95-103
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• 2016

The effect of pilot injection quantity on the combustion and emissions characteristics of a compression ignition engine with a biodiesel-compressed natural gas (CNG) dual fuel combustion (DFC) system is studied in this work. Biodiesel is used as a pilot injection fuel to ignite the main fuel, CNG of DFC. The pilot injection quantity is controlled to investigate the characteristics of combustion and exhaust emissions in a single cylinder diesel engine. The injection pressure and injection timing of pilot fuel are maintained at approximately 120 MPa and BTDC 17 crank angle, respectively. Results show that the indicated mean effective pressure (IMEP) of biodiesel-CNG DFC mode is similar to that of diesel-CNG DFC mode at all load conditions. Combustion stability of biodiesel-CNG DFC mode decreased with increase of engine load, but no notable trend of cycle-to-cycle variations with increase of pilot injection quantity is discovered. The combustion of biodiesel-CNG begins at a retarded crank angle compared to that of diesel-CNG at low load, but it is advanced at high loads. Smoke and NOx of biodiesel-CNG are simultaneously increased with the increase of pilot fuel quantity. Compared to the diesel-CNG DFC, however, smoke and NOx emissions are slightly reduced over all operating conditions. Biodiesel-CNG DFC yields higher $CO_2$ emissions compared to diesel-CNG DFC over all engine conditions. CO and HC emissions for biodiesel-CNG DFC is decreased with the increase of pilot injection quantity.

• 대한전자공학회논문지SD
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• 제46권2호
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• pp.45-49
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• 2009

본 논문에서는 900Mhz 대역의 UHF RFID에서 직접변환방식의 LNA/Mixer를 설계하였다. 설계된 회로는 3.3V로 동작하며, 0.18um CMOS 공정으로 구현되었다. 본 논문은 높은 self jamming 신호를 극복하기 위해 공통게이트 입력 구조를 사용하였으며, 고이득, 저이득의 두 가지 동작 모드를 갖도록 설계되었다 측정결과, 설계된 LNA/Mixer는 고이득 모드와 저이득 모드에서 각각 4dBm과 11dBm의 입력 p1dB를 갖고, 12dB와 3dB의 변환이득을 갖는다. 또한, 두 가지 모드에서 각각 60mW와 79mW의 전력을 소비하며, 16dB와 20dB의 잡음지수를 갖는다.

• Journal of Advanced Marine Engineering and Technology
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• 제38권9호
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• pp.1021-1026
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• 2014

본 논문에서는 hot-gas를 이용한 다양한 바이패스 제어 방식 중에서 증발기 흡입부 방식에 대해 각각의 성능에 영향을 미치는 외기온도, 출수온도, 과열 및 과냉도 등에 대해서 알아보았다. 그 주요 결과를 요약하면 다음과 같다. 우선, 증발기 흡입부로 hot-gas를 바이패스 하였을 경우에 냉동장치의 성능은 외기온도, 출수온도, 과열 및 과냉도 등에 영향을 받는 것을 알 수 있었다. 따라서 이러한 변수에 대한 최적화를 통해 본 냉동장치의 기초 설계 자료를 제공할 수 있다. 그리고 증발기 흡입부 hot-gas 바이패스 방식의 운전특성을 고찰하여 본 논문에서 제안하는 냉동장치에 대한 적용 가능성을 확인할 수 있었다.

• Steel and Composite Structures
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• 제16권4호
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• pp.375-387
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• 2014

The purpose of this paper is to propose a method for evaluation of varying stiffness coefficients of tailored conical shells (TCS). Furthermore, a comparison between buckling loads of these shells under axial load with the different fiber path is performed. A circular truncated conical shell subjected to axial compression is taken into account. Three different theoretical path containing geodesic path, constant curvature path and constant angle path has been considered to describe the angle variation along the cone length, along cone generator of a conical shell are offered. In the TCS with the arbitrary fiber path, the thickness and the ply orientation are assumed to be functions of the shell coordinates and influencing stiffness coefficients of the structure. The stiffness coefficients and the buckling loads of shells are calculated basing on classical shells theory (CST) and using finite-element analysis (FEA) software. The obtained results for TCS with arbitrary fiber path, thickness and ply orientation are derived as functions of shell longitudinal coordinate and influencing stiffness coefficients of structures. Furthermore, the buckling loads based on fiber path and ply orientation at the start of tailored fiber get to be different. The extent of difference for tailored fiber with start angle lower than 20 degrees is not significant. The results in this paper show that using tailored fiber placement could be applied for producing conical shells in order to have greater buckling strengths and lower weight. This work demonstrates the use of fiber path definitions for calculated stiffness coefficients and buckling loads of conical shells.

• Steel and Composite Structures
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• 제16권5호
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• pp.491-506
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• 2014

Buckling-restrained braces (BRBs) have excellent hysteretic behavior while buckling-restrained braced frames (BRBFs) are susceptible to residual lateral deformations. To address this drawback, a novel self-centering (SC) BRB with Basalt fiber reinforced polymer (BFRP) composite tendons is presented in this work. The configuration and mechanics of proposed BFRP-SC-BRBs are first discussed. Then an 1840-mm-long BFRP-SC-BRB specimen is fabricated and tested to verify its hysteric and self-centering performance. The tested specimen has an expected flag-shaped hysteresis character, showing a distinct self-centering tendency. During the test, the residual deformation of the specimen is only about 0.6 mm. The gap between anchorage plates and welding ends of bracing tubes performs as expected with the maximum opening value 6 mm when brace is in compression. The OpenSEES software is employed to conduct numerical analysis. Experiment results are used to validate the modeling methodology. Then the proposed numerical model is used to evaluate the influence of initial prestress, tendon diameter and core plate thickness on the performance of BFRP-SC-BRBs. Results show that both the increase of initial prestress and tendon diameters can obviously improve the self-centering effect of BFRP-SC-BRBs. With the increase of core plate thickness, the energy dissipation is improved while the residual deformation is generated when the core plate strength exceeds initial prestress force.

• Computers and Concrete
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• 제22권1호
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• pp.123-132
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• 2018

Reinforced concrete (RC) columns which are the main vertical structural members are exposed to several static and dynamic effects such as earthquake and wind. However, impact loading that is sudden impulsive dynamic one is the most effective loading type acting on the RC columns. Impact load is a kind of impulsive dynamic load which is ignored in the design process of RC columns like other structural members. The behavior of reinforced concrete columns under impact loading is an area of research that is still not well understood; however, work in this area continues to be motivated by a broad range of applications. Examples include reinforced concrete structures designed to resist accidental loading scenarios such as falling rock impact; vehicle or ship collisions with buildings, bridges, or offshore facilities; and structures that are used in high-threat or high-hazard applications, such as military fortification structures or nuclear facilities. In this study, free weight falling test setup is developed to investigate the behavior effects on RC columns under impact loading. For this purpose, eight RC column test specimens with 1/3 scale are manufactured. While drop height and mass of the striker are constant, application point of impact loading, stirrup spacing and concrete compression strength are the experimental variables. The time-history of the impact force, the accelerations of two points and the displacement of columns were measured. The crack patterns of RC columns are also observed. In the light of experimental results, low-velocity impact behavior of RC columns were determined and interpreted. Besides, the finite element models of RC columns are generated using ABAQUS software. It is found out that proposed finite element model could be used for evaluation of dynamic responses of RC columns subjected to low-velocity impact load.

• 대한전자공학회논문지SD
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• 제47권9호
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• pp.1-6
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• 2010

H.264 영상 압축 표준은 높은 압축률과 화질로 널리 이용되고 있다. H.264 복호기는 일반적으로 마크로블록 또는 $4{\times}4$ 하위 블록 단위로 파이프라인을 적용하여 동작한다. 이러한 파이프라인 한 단의 주기는 보통 최악의 상황에서도 동작을 보장하도록 결정되어 높은 전송 대역폭과 고성능 연산기를 요구하고 연산기가 일을 하지 않고 쉬는 사이클이 많아지는 결과를 초래한다. 본 논문에서는 이러한 연산기의 쉬는 사이클을 줄이고 데이터 전송 대역폭과 연산기 성능 요구 조건을 완화시킬 수 있는 적응적 파이프라인 구조를 채택한 효율적인 영상 복호기 구조를 제안한다. 제안한 구조에서는 파라미터와 계수는 핸드셰이킹 방식으로 전용 신호선을 통해 전달되고 복호된 영상 데이터는 AMBA AHB 네트워크를 통해 메모리에 저장하거나 읽어 온다. 각 블록의 복호 처리 시간은 영상의 특성에 따라 가변적으로 변하고 각 연산기는 데이터가 준비되면 언제든지 동작을 할 수 있다. 제안한 구조에 따라 H.264 복호기를 설계하였고 FPGA를 이용하여 동작을 검증하였다.

• 한국전산구조공학회논문집
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• 제20권2호
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• pp.191-206
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• 2007

본 연구의 I부에서 유도된 포화된 다공성매체의 파동 전파속도와 감쇠에 대한 이론해를 전산코드화 하였다. 본 논문에서는 작성된 전산코드를 사용하여 파동의 전파속도와 감쇠에 미치는 외력 주파수의 영향과 재료특성치의 변화의 영향을 파악하기 위한 파라미터연구를 수행하였다. 첫 번째 형태의 파동에 대한 압축성 파동 속도는 주파수-투수성 곱이 증가함에 따라 파동속도가 하한치로부터 상한치로 변이하는 영역에서는 주파수-투수성 곱의 함수로써 변화함을 보여주었다. 또한 파동의 전파속도 변화율이 가장 클 때 감쇠값이 최대가 됨을 알 수 있었다 두 번째 형태의 파동에서 파동의 전파속도는 주파수-투수성 곱이 작은 값을 가질 때 거의 0값을 나타내며, 주파수-투수성 곱이 큰 값을 가질 때 상한값을 나타냄을 알 수 있었다.

• 한국공간구조학회논문집
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• 제5권2호
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• pp.73-79
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• 2005

텐서그러티는 연속인장-불연속압축 구성요소에 기반한 상대적으로 새로운 구조시스템이다. 좀 더 상세한 구조적 고찰이 필요하지만, 연구목적에 접근하기 위해서는 최소한 텐서그러티의 구조원리와 근본적인 역학관계를 파악하는 것이 필수적이다. 일단 이점을 확인하고 난 후에, 이러한 구조물의 특성뿐만 아니라 건축에서의 적용성을 다룬다. 그리고 이런 시스템을 규정하는 정의에 이견이 없지는 않으나, 경량구조물로써 텐서그러티의 가능성을 설명하기 위하여 구조디자인연구소(iESD)에서 제작한 텐서그러티 모듈(기본형)의 몇 가지 예를 제시한다. 따라서, 본 연구에서는 기본 정의(규정)뿐 아니라 기본 모듈의 유형을 소개하고, 건축에서 텐서그러티 모듈의 변형성과 응용성을 탐색한다.