• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.48 no.9
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• pp.653-661
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• 2020

This study derives numerically the shell Knockdown factors for the isogrid-stiffened cylinders of space launch vehicles when the axially compressive force and internal pressure are applied simultaneously. A commercial nonlinear finite element analysis software, ABAQUS, is used for the present work. Nonlinear postbuckling analyses are conducted to calculate the global buckling loads of a cylinder without and with the internal pressure. The shell Knockdown factor is numerically derived using the predicted global buckling loads without and with the geometrically initial imperfection of a cylinder. When the internal pressure of 500 kPa and compressive force are applied to the cylinder, the global buckling load and Knockdown factor increases by 304% and 53%, respectively, as compared to the results without the internal pressure.

• The Proceeding of the Korean Institute of Electromagnetic Engineering and Science
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• v.14 no.2
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• pp.75-82
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• 2003

이동체 탑재형 안테나는 설치 장소의 특성상 소형화와 경량화가 필수적인 요소이다. 그러므로 이동체 탑재형 안테나의 경우 반사판형 안테나보다 마이크로스트립 어레이 안테나가 널리 쓰이고 있다. 본 고에서는 마이크로 스트립 슬롯 어레이 안테나를 설계하였다. 만족스러운 고 이득을 얻을 수 있으며 동시에 패치 소자의 개수를 줄이기 위해 패치 단일 소자가 가급적 고 이득을 낼 수 있는 구조로 설계하였다. 본 고에서 설계한 슬롯 안테나는 기생슬롯을 가진 H 자형 타입의 소자이다. 설계는 제작상의 오차를 고려하여, 운용 주파수 11.7~12.75 GHz에서 VSWR 1.8:1 이하를 목표로 하였다. 제작된 안테나의 측정결과는 11.7~12.75 GHz대역에 걸쳐 VSWR < 1.8의 만족한 결과를 보이고, 단일 소자의 시뮬레이션 이득 결과는 10 dBi를 보였으며 $4\times4$ 어레이를 했을 경우 이득은 22 dBi의 값을 보였다. 제작되어진 안테나는 추후 급전 네트웍의 최적화를 통해 상호 간섭(Mutual Coupling)을 최소화하여 효율을 최대화한다면 직접 위성 서비스를 수신하기 위한 초소형 안테나로 활용될 수 있을 것으로 기대된다.

• Bulletin of the Korean Space Science Society
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• 2009.10a
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• pp.27.4-27.4
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• 2009

이 논문에서는 100~200kg 급의 첨단 소형위성의 기계시스템 개념설계에 대하여 기술한다. 첨단 소형위성의 개발은 국가우주기술 축적을 목적으로 하고 세부적으로는 실용 및 과학위성에 적용하기 힘든 신기술 검증 및 국내 기술자립도 향상을 목적으로 한다. 이를 위하여 다수의 후보 임무 및 검증 목적 기술을 선정하고 각각에 대하여 기계시스템 측면에서 수용가능성에 대하여 개념설계를 수행한다. 이를 통하여 위성 기계시스템의 주요 규격을 설정한다. 기계시스템의 측면에서 세부적으로 검증하고자 하는 기술은 구조체의 경량화, 신소재 및 다기능 구조체 적용, 장비 배치 집적화, 대형 탑재체 탑재기술, 충격 및 진동 저감 구조, 능동형 및 팽창형 전개장치 개발 등이 해당한다. 이 논문에서의 이러한 다양한 기술을 수용할 수 있는 기계시스템에 대한 개념설계 결과를 보여준다.

• Journal of Korean Society of Steel Construction
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• v.17 no.3 s.76
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• pp.253-262
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• 2005

Because the framed wall system using steel studs and runners with square steel tubes as structural elements is reinforced by the horizontal members called runners, it has more strength and load bearing capacity than the steel house wall system. Also, this system improves adiabatic and sound insulation performance by filling up the autoclaved lightweight concrete. We need to evaluate load bearing capacity according to the axial load and lateral load in case this system is applied in the housing system with 3~5 stories through variations in intervals for the runners under the placement effect of autoclaved lightweight concrete. Therefore, this study seeks to analyze axial and shear behavior of the framed wall system according to the placement effect of autoclaved lightweight concrete, and to secure safety for the vertical and lateral loads.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.18 no.6
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• pp.258-263
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• 2008

The fine aggregates of below 2 mm size was fabricated using by the vertical furnace in which the aggregates could be sintered at floating state and its physical properties were analyzed. The liquid formed at the surface of specimens sintered at $1200{\sim}l300^{\circ}C$ induced a gas in core to expand so the denser shell and porous core could be produced. The C series specimen fabricated by crushing an extruded body had an irregular shape and sharp edges but those became spheroidized by bloating due to gas expansion inside. The fine aggregates fabricated in this study was as light as floating in the water and had an apparent density of $0.68{\sim}1.08$. The absorption rate was proportioned to a porosity showing that the pores in core was not closed completely. The properties of fine aggregates fabricated in vertical furnace were similar with those of in an electric muffle furnace but the sticking-together phenomenon by surface fusion was not occurred in the vertical furnace. The aggregates fabricated in this study had a little lower impact resistance than that of natural aggregate but satisfied the unit volume weight standard specified in KS.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.177-180
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• 2008

Recently, the research of FRP bar as an alternative reinforcing material in reinforced concrete structures has increased to get an innovative solution to the corrosion problem. In addition to the noncorrosive nature of FRP materials, they also have a high strength-to-weight ratio. Therefore, when light weight concrete reinforced with FRP bar is used in marine environment, for instance floating structures, some advantages can be expected. But researches for the light weight concrete structure using FRP bar as a flexural reinforcement are limited to date. In this paper, the concrete shear contribution of the light weight concrete beam reinforced with GFRP bar was studied. Experiment for beams varying concrete compressive strengths and flexural reinforcement ratios was conducted and analysed. The test results showed that 75% of values obtained from proposed equation in preceding research were well agreed with the test results and were better results than the one predicted by the ACI 440.1R-06 code.

• Journal of the Korea Concrete Institute
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• v.18 no.6 s.96
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• pp.743-748
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• 2006

This paper presents results of an experimental study conducted to investigate the effect of volume fraction of fibers on the mechanical properties of a fiber-reinforced, lightweight aggregate concrete(FRLAC) that was produced without an autoclave process. The FRLAC enhanced the strength of lightweight, cellular concrete by adding polypropylene fibers and lightweight aggregates. To investigate the effect of volume fraction of fibers on the mechanical behavior of FRLAC and to determine the optimal volume fraction of fibers, a series of compression and flexural strength tests on FRLAC specimens with various fiber volume fractions(0%, 0.10%, 0.25%, 0.50%) were conducted. It was observed from the tests that a 0.25% volume fraction of fibers maximized the increase in the strength of FRLAC and the fibers controlled cracking in FRLAC.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.213-216
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• 2008

When using the light-weight form with polystyrene on slab, as a result of reducing the weight of slab, the span was increased or size of supporting member for slab was decreased. But capacity of punching shear resistance on the slab using the polystyrene form with plat plate system was deteriorated at critical section around the column. But standard for estimate of internal force did not exist, and established study was insufficient. This study performed the experiment on the punching shear for understanding punching shear force at the slab-column connection using the slab with polystyrene form. The principal variable was size of column, arrangement of polystyrene form and existence of shear reinforcement, and we planned four specimens. From the test, we analysed the crack, failure mode, road-displacement graph and punching shear strength, and capacity of punching shear resistance for slab using the polystyrene form was understood.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.11a
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• pp.38.1-38.1
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• 2009

산업이 발전함에 따라서 특수한 물성을 갖는 재료의 수요가 점점 증가하고 있는데최근 재료의 경량화, 화학적 안정화 등을 이용한 시스템의 효율성 향상, 환경오염방지 등과 같은 목적으로 사용재료의 고급화 추세가 현저해짐에 따라 티타늄 소재에 대한 관심과 수요가 증가하고 있다. 하지만, 국내에서는 티타늄 및 티타늄 합금의 원재료 및 가공제품을 대부분 수입에 의존하는 실정이다. 또한 티타늄 및 티타늄 합금의 스크랩의 경우 재활용률은 50~80%에 달하고 알려져 있으나 국내에는 이들의 재활용처리를 위한 시설이 없으며 폐기 또는 외국으로 저가로방출하고 있는 실정이다. 이에 따라 본 연구에서는 판재, 선재 및 관등의 기계 가공 시 주로 발생하는 티타늄 스크랩을 이용하여 HDH법을 이용하여 티타늄 분말을 제조하였다. 제조된 분말은 $900{\sim}1200^{\circ}C$의 온도범위에서 방전플라즈마소결공법을이용하여 소결체를 제작하였으며, 소결체의 강도, 경도 및미세조직 등을 평가하였다. 내식성향상을 위해 염화팔라듐을 이용하여 티타늄-팔라듐 분말 합금을 제조하여 티타늄 합금 분말의 소결체와 순수티타늄의 소결체와 내식성 비교를 위해 동전위분극시험을 통해 평가하였다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2008.11a
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• pp.163-169
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• 2008

The application of robot technology on construction sites is recognized an effective solution to the problems caused by labor shortage on the construction industry, and relevant studies are being carried out increasingly. Automatic construction system for frames of high-rise building was developed in Japan in 1990's. Practical use o F the system, however, was failed due to inefficiency Now, we are developing economic and practical automatic construction system that is lighter and suitable for building construction In Korea. This study has discussed developing the system of construction factory and climbing control system, which is the core technology of the automatic construction system in Korea.