This study is carried out on the structural improvement of military mobile kitchen trailer for the betterment of fighting power by serving meals to solider in right time. To recognize the real problems of field kitchen trailer, the heat transfers from burner for soup cooker were compared with each other. By the test, the necessity of improvement was deduced. To examine the cause of cooking time, it was determined by the characteristic diagram. Based on the cause, there are two types of kitchen trailer's burner structures. To verify the improved structures, it was carried out for the performance test. As the results, the time did not become longer and the temperature rising rate per minute increased. This study is expected to be devoted to the future improvement of military mobile kitchen trailer.

In this study, the structural stability of an align unit was studied to investigate the deformation and vibration characteristics of the upper and lower modules of the align unit during LCD panel transfer. The align unit consists of upper module and lower module. SolidWorks Simulation was used to analyze the structure, fatigue, and modes, to understand the deformation and vibration of the stiffness of the align unit. Because of the upper eccentric structure of the align unit, the main strain was large at the contact of the upper and lower modules and at the bottom of the support, and more pronounced at it’s front. The stress was large in the front support of the upper and lower modules, and the displacement was observed in the front of the upper module. The minimum life cycle that indicates the structural integrity of the align unit has exceeded its usable number. Also, the increase in natural frequency of the align unit gradually slowed down, as the vibration mode increased.

The pipe for water supply is essential part among SOC (Social Overhead Capital) fields. Pipe for water supply is mainly damaged by deterioration of pipe, earthquake, ground sinking and so on. The leakage of water have been led to enormous economical loss in our country. The purpose of this study was to investigate the structural stability of flexible joint for relaxing impact due to earthquake and ground sinking. For this purpose, flexible joint was simulated using tensile load and internal pressure. As the results, flexible joint for structural stability was needed the tensile load of below 3 ton and internal pressure of below 60 kgf/cm2. However, it is considered that real flexible joint should be applied more high safety factor than that of simulation result because of combined stress.

This study was carried out to standardize the material properties of roll-over protective structure (ROPS) for agricultural tractor. The material properties which were obtained from stress-strain curve, a result of tensile test stress, were used to apply to the virtual test and varied from one production lot to the other and from one manufacturer to the other. And the finite element analysis was performed on the ROPS according to the OECD code. The results show that the load-displacement curves of virtual test were approximately equal to the actual test curves. The manufacturer or lot has been shown to have little effect on the properties of the material. Therefore, it is expected that the representative values that can be used in the finite element analysis can be determined by averaging the property values.

The performance of ground-based optical structures is highly sensitive to external environments, such as airflow in open space. In this paper, initial aerodynamic data due to ambient air flow were analyzed in optical models designed through knowledge-based design algorithm, and dynamic data acting on optical structures in turbulent flow with velocity of 50m/s were analyzed to present the initial shape design conditions of the structures. The simulation results showed that the maximum pressure, minimum pressure, and maximum differential pressure acting on the mirror are directly proportional to the sweep angle.

해저 파이프라인은 자원개발을 포함한 에너지산업 및 철강산업과 연계한 고부가가치 산업으로서 상당한 관심을 받아왔다. 해저 파이프라인의 설계와 설치 프로젝트 수행을 위해서는 다양한 핵심요소기술들이 필요하다. 특히, 해저 파이프라인의 안전한 운영을 위해서는 예비커미셔닝을 통한 철저한 사전검증과정이 필수 불가결한 부분이다. 해저 파이프라인 예비커미셔닝 과정 중 하이드로테스팅 공정은 파이프라인 주위 온도변화에 크게 영향을 받는 것으로 알려져 있으나 이에 관한 이론적, 수치해석적 접근방법을 활용한 연구는 미미한 편이다. 본 연구에서는 해저 파이프라인의 예비커미셔닝 과정 중 하이드로테스팅 공정에 대해 과도열전달 해석법을 활용하여 내부 온도변화량 산정 및 이를 활용한 파이프라인 내부 압력변동량 예측법을 제시하였고 예측된 결과를 현장 실계측 데이터와 비교·검토하여 그 유효성을 입증하였다. 제안된 해석절차는 해저 파이프라인 설치 프로젝트 수행 사전단계에서부터 파이프라인 열전달 시뮬레이션을 통해 압력변동량 예측을 가능하게 함으로써 해저 파이프라인 설치 프로젝트의 생산성 향상에 크게 기여할 것으로 사료된다.

In order to develop a process for manufacturing a composite structure of an intermetallic compound foam and a hollow material, the firing and pore form of the Al-Ni precursor in a steel pipe are investigated. When the Al-Ni precursor is foamed in a hollow pipe, if the temperature distribution inside the precursor is uneven, the pore shape distribution becomes uneven. In free foaming, no anisotropy is observed in the foaming direction and the pore shape is isotropic. However, in the hollow pipe, the pipe expands in the pipe axis direction and fills the pipe. The interfacial adhesion between Al3Ni foam and steel pipe is excellent, and interfacial pore and reaction layer are not observed by SEM. In free foaming, the porosity is 90 %, but it decreases to about 80 % in the foam in the pipe. In the pipe foaming, most of the pore shape appears elongated in the pipe direction in the vicinity of the pipe, and this tendency is more remarkable when the inside pipe diameter is small. It can be seen that the pore size of the foam sample in the pipe is larger than that of free foam, because coarse pores remain after solidification of the foam because the shape of the foam is supported by the pipe. The vertical/horizontal length ratio expands along the pipe axis direction by foaming in the pipe, and therefore circularity is reduced.

설악산 분비나무 개체군의 쇠퇴징후에 대한 요인과 군락의 변화 양상을 파악하기 위하여 귀때기청봉, 관모능선, 설악폭포 지역에 고정조사구를 설치하였으며, 군락구조, 개체군동태, 비대생장 및 활력도 등을 2009년부터 모니터링 하였다. 설악폭포지를 제외한 3개 조사지는 아교목층이 수관층을 형성하는 3층구조를 보였다. 목본수종의 중요치에서는 분비나무, 눈측백, 신갈나무, 사스래나무, 당단풍나무 등이 주요 종으로 분포하였으며, 설악폭포지에 분포하는 분비나무의 중요치는 2009년 45.3%에서 2018년 36.8%로 가장 크게 감소하였다. 생육목의 개체수(DBH≥5cm)는 귀때기청봉2와 관모능선에서 각각 1,800개체/ha와 1,700개체/ha로 가장 많았으며, 지난 10년 동안 고사율은 귀때기청봉1과 설악폭포지에서 각각 38.3%와 35.3%로 매우 높게 나타났다. 분비나무 개체군의 흉고직경급 분포에서는 귀때기청봉1 지역에서 가장 안정적인 역 J자형의 분포를 보였다. 분비나무의 연평균 비대생장은 0.96∼1.73mm/year 였으며, 활력도가 감소 추세를 보인 귀때기청봉2, 관모능 선, 설악폭포 지역에서 비대생장은 대체로 생장이 저하되는 추세를 나타내었다. 향후 모니터링 과정이 지속적으로 이루어진다면, 아고산 식생의 보전과 관리를 위한 기초자료 확보가 가능할 것으로 생각된다.