In this study, the structural analysis and welding performance experiments were performed to reduce the weight of the semi-automatic TIG welding device. The structural analysis based on finite element method was performed on the lightweight design of the wire feeder's main frame to evaluate the structural safety and straightness of the lightweight frame. To reduce the weight of the welding wire feeder, the step motor was changed to a servo motor and a pinion gear made of lightweight reinforced plastic material was applied. In addition, a new type of welding torch was developed to reduce the weight of the welding torch and to supply more effective fillers. As a result of performing the TIG welding experiment using a prototype of TIG welding device consisting of a lightweight frame, feeding device and welding torch, it was confirmed that the working criteria were satisfied in terms of welding speed, welding bead shape, feeding uniformity and torch durability. The developed lightweight TIG welding device is expected to improve welding productivity and work convenience.

In this study, the deformation, equivalent stress and strain energy were analyzed on the electric kick board emerging as a new means of transportation at the accident of a front collision according to each shape were analyzed. The largest part deformation happened at the handle, and the board part where the person’s feet was placed was seen to become weak. The equivalent stress was most visible at the board section, unlike the deformation results. In particular, the deformation and stress of model A which has a long and thin neck, have occurred greatly. Therefore, the longer the neck, the greater the deformation and stress occur. Among all models, the deformation and stress were the smallest at model C. As model A has a particularly thinner neck and board connection part, a large strain energy appeared. Therefore, it is considered that the connection needs to be reinforced thickly and firmly. On the study result, the thicker the board part of the electric kick board and the lower the body of the vehicle, the safer it is. The results of this study can be effectively applied to investigate the values of stresses and deformations, and strain energies through structural analysis without the fracture test at the front collision according to the shape of electric kick board.

In this study, the structural and fatigue analyses were carried out according to the shape of the self-made car frame. As a result of structural analysis, all models are shown to have the weak strength and large deformation, as the equivalent stress increases at the forward part of the impact force. It can be seen that model 3 is deformed less than other models 1 or 2. And model 3 with the truss structure prevents the great deformation from the collision. In case of irregular fatigue loads, the fatigue life of the ‘Sample history’ increased by about 59.3 times compared to the ‘SAE bracket history’ under extreme fatigue load conditions, indicating that the fatigue load condition of the ‘Sample history’ were stable. The fatigue life and deformation of model 3 among all models are significantly different to models 1 and 2. If the research results are applied to the design of self-made cars, it will be useful for improving the durability and preventing the damage. The results of this study can be effectively utilized to investigate the values of stresses and deformations, and fatigue lives without the experiments of fracture and fatigue according to the shape of the car frame.

덤프 트럭 데크의 경량화를 통한 연료 소비를 줄이고 에코 친화적인 설계를 위해서는 정확한 구조 분석이 필요하다. 지금까지 데크의 하중은 정수압 또는 토압 이론을 기반으로 계산되었다. 이 방법으로 데크의 하중 불균일을 계산할 수 없다. 하중 분포는 골재 입자의 크기 분포 및 상호 작용에 따라 달라진다. 이산요소법은 유한요소법보다 효과적으로 골재의 거동을 시뮬레이션할 수 있다. 본 논문에 서는 벌크 밀도와 안식각을 측정하여 주요 특성을 얻었다. 15톤 덤프 트럭 데크는 범핑, 브레이킹 및 회전 시의 운동 조건을 적용하여 얻은 하중을 사용했다. 시뮬레이션은 이산요소해석 소프트웨어인 EDEM을 사용했다. 데크의 응력 및 변형 분포는 NASTRAN에 의해 계산되었다. 측정된 값과 비교하였고, 이를 통해 DEM 시뮬레이션의 결과는 수학적 가정에 의한 결과보다 정확함을 확인하였다.

Recently, studies have been actively conducted on seismic design and improvement of the seismic performance of bridges, buildings, factories, and plants. In particular, heavy items that are being manufactured or waiting to be shipped from factories (such as generators, engines, and boilers) must be equipped with seismic stoppers to prevent them from moving or falling during an earthquake. Seismic stoppers should be suitably determined by the size and weight of these heavy items; however, they have no general design standard. In this study, structural analyses and seismic tests were conducted to evaluate the performance of newly designed seismic stoppers. Structural analysis was performed on three stopper models to estimate the external load at which the yield stress of the material was not exceeded. Based on the analysis results, a seismic test of the stopper was carried out in accordance with the AC156 test method. Finally, product specifications for all three seismic stopper models were determined and their static/dynamic load performance was evaluated.

한문에 대한 교육을 탐색하는 한문과 교육은 한문이라는 언어를 가르치고 배우는 언어교과라고 정의내릴 수 있다. 한문교육은 읽기 교육에 집중되어야 하고, 교과목표는 일차적으로 한문 텍스트 읽기 능력 향상을 토대로 설정되어야 한다. 한문의 언어적 특성과 한문 교과서에 실린 텍스트의 특성에 맞는 한문 텍스트 이독성 공식 개발은 한문 읽기 교육 내용의 위계를 설정하는데 시의적절 한 과제라 할 수 있다. 이 연구는 한문 텍스트 이독성 공식의 한계점과 현장의 비판점을 수용하여 설명력이 높은 이독성 공식을 개발하고자 한다. 또, 기존 이독성 공식 연구와는 달리 전체 기대 요인들 간의 상관관계를 파악하여 이독성 공식을 보완하는 방안을 강구하고자 한다. 이 연구는 기존의 한문 이독성 공식 개발 연구 방법에 ‘구조방정식 모형(Structure Equation Model: SEM)’을 활용한다. 단, 여기서 는 한문텍스트 이독성 공식 개발 과정의 기초 과제인 한문교육용 기초한자 1,800자 대표 훈·음, 텍스트 크기에 따른 공식 개발 가능성 탐색, 기대 요인 상호 관계 파악을 위한 설문 결과 분석을 중심으로 보고한다. 향후 예상되는 연구의 기대 효과는 다음과 같다. 첫째, 학습자 수준에 적절한 텍스트 선정 기준을 마련하여 한문 독해 교육을 효율적으로 수행할 수 있는 기반을 마련할 수 있다. 둘째, 한문 독해에 영향을 미치는 기대 요인 상호 관계를 구조방정식 모형을 통해 규명함으로써 한문 독해 연구의 토대로 작용할 것이다. 셋째, 구조방정식 모형을 통해 기존 한문 텍스트 이독성 공식을 보완함으로써 기대 요인들과 텍스트 난도 간의 상세한 상관관계를 가시적으로 나타내 줄 수 있을 것이다.

In this study, the flat glass and adsorption pad were modeled using SolidWorks Simulation, to understand the deformation characteristics of the vertical flat glass by the adsorption pressure during vertical transport of LCD. The horizontal and vertical displacements and equivalent stresses of the flat glass were investigated by the structural analysis. From the displacement and stress visualization according to the adsorption pressure, the higher the adsorption pressure, the larger the glass surface protruded. The horizontal deformation of flat glass increased with increasing thickness and the vertical deformation increased with decreasing thickness. In addition, the maximum equivalent stress applied to the flat glass increased significantly as the adsorption pressure increased and the thickness decreased. As a result of the structural analysis, the thinner the thickness of the plate glass, the greater the effect on the adsorption pressure. Especially, the effect of the adsorption pressure was clearly observed at the thickness of 0.5mm.

일반적인 구조용 강재의 경우 항복변형률의 이상의 변형을 경험한 이후에 하중을 제거하면 재가력되는 시점에 따라 서 재료의 항복강도는 증가하고 연성이 감소하는 현상을 보인다. 원형강관의 경우 철판을 말아서 제작하는 과정에서 철판의 두 께와 원형강관의 직경에 따라서 항복변형률이상의 큰 변형을 경험하게 되고 이러한 변형은 제작된 강관의 구조적인 성능에 많 은 영향을 미친다. 이러한 이유에서 제작과정에 발생하는 변형이 원형강관의 구조성능에 미치는 영향을 파악할 필요가 있다. 따 라서, 이 연구에서는 원형강관을 제작하는 경우에 발생하는 변형에 의한 철판의 항복강도, 인장강도 및 연성 등의 영향을 파악 하기 위해서 강관의 직경 및 두께와 시험편을 채취한 방향을 변수로 다수의 인장실험을 수행하고 이를 분석하였다. 실험 결과 를 바탕으로 원형강판에서 채취한 시험편은 코일에서 채취한 시험편에 비해 항복강도와 인장강도가 더 높았고, 연신율은 낮아 진 것으로 나타났다.

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 purpose of this study is to suggest structural model and analyze design factors for the development of small greenhouse standardization model. The average dimensions of small greenhouse desired by urban farmers were 3.3m in width, 1.9m in eaves height, 2.7m in ridge height, 5.7m in length. The cladding materials for small greenhouse were preferred to glass, PC board and plastic film, framework to aluminum alloy and steel, and heating method in electrical energy. In addition, it was analyzed that small greenhouses need to develop structural model by dividing them into entry-level type and high-level type. The roof type that was used for entry-level type was arch shape, framework was steel pipe, cladding material was plastic film. On the other hand, high-level type was used in even span or dutch light type, framework with square hollow steel, cladding materials with glass or PC board. In consideration of these findings and practicality, this study developed four types of small greenhouses. The width, eaves height, ridges height, and length of the small greenhouses of even span type, which were covered with 5mm thick glass and 6mm thick PC board were 3m, 2.2m, 2.9m, and 6m, respectively. The small greenhouse of dutch light type covered with 5mm thick glass was designed with 3.8m in with, 2.2m in eaves height, 2.9m in ridges height, and 6m in length. The width, eaves height, ridges height, and length of the arch shape small greenhouse covered with a 0.15mm PO film were 3m, 1.5m, 2.8m, and 6m, respectively.

스포츠 상품 시장에서 각 브랜드가 소비자에게 미치고자 하는 영향력은 여러 가지 형태로 시도 되었으며, 그 효과 또한 증명되어 가고 있다. 각 브랜드들이 자신들이 활용할 가치가 있다고 판단하여 수립한 다양한 마케팅 전략들이 증명되어가고 있는 것이다. 하지만 최근 나타난 새로운 소비 유형이라 할 수 있는 스포츠 상품 수집가를 활용한 마케팅 전략은 지금껏 그 영향력이 실증적으로 검증된 바가 없었다. 기존의 스포츠 상품 시장에서 나타난 수집 행위에 이해도가 매우 낮았기 때문이다. 어느 정도 한계에 봉착했다고 여겨지는 스포츠 상품 시장에 새로운 마케팅 전략이 필요하다고 판단한 도전적 사고에서 본 연구를 시작하였으며 스포츠 상품 수집가를 활용한 마케팅 전략을 수립함에 있어서 그 영향력이 형성되는 경로를 설정하고 증명하는데 그 목적을 두고 있다. 이 연구의 목적을 달성하기 위하여 가상의 스포츠 상품 수집가의 상품 설명에 대한 자극물을 접한 잠재 소비자 231명을 대상으로 SPSS 21.0과 AMOS 20.0을 이용하여 빈도분석, 신뢰도분석, 상관관계분석 및 확인적 요인분석과 구조방정식을 이용하였다. 이 연구에서 도출된 결과를 바탕으로 하여 스포츠 상품 시장에서 스포츠 상품 수집가들이 보유하고 있는 전문성을 바탕으로 하는 새로운 마케팅 전략의 경로를 발견하였다고 할 수 있으며, 이를 바탕으로 침체된 우리나라 스포츠 상품 시장에 새로운 성장 동력의 하나로 작용할 수 있기를 기대하는 바이다.

PURPOSES: The objective of this study is to evaluate and compare the stiffness characteristics and seasonal variation in surface deflections of block and asphalt pavements using the light weight deflectometer (LWD) and falling weight deflectometer (FWD). METHODS: LWD and FWD testing was conducted on block and asphalt pavement sections in a low-impact development facility, to evaluate the structural capacity and seasonal variation in asphalt pavements. To analyze the seasonal variation in stiffness characteristics, this testing was performed in October 2016, January 2017, and March 2017 in the same drop locations. RESULTS : It was found from that the average center deflections in the asphalt and block pavements were 218 ㎛ and 2974 ㎛, respectively. The center deflections measured using FWD testing in block pavement are 15 times those measured in asphalt pavement. It was also observed that LWD deflections in block pavements were decreased by approximately 65-90% as the air temperature dropped from 20 to 4℃. The degree of reduction in block pavement was significantly higher when compared with asphalt pavement, which showed a 25- 50% reduction in deflection. CONCLUSIONS: When using block pavements for roadways, the structural capacity of the pavement system should be considered during the design and construction stages. In block pavements, the use of low-quality material and insufficient compaction in the base and subgrade layers can induce a reduction in structural capacity, which would lead to the need for frequent repair work. A reinforcement underneath the block layer would be an appropriate measure for improving the structural support and extending the service life.

Modularization is an important benefit to overall project cost, such as construction period, manpower and logistics. In order to establish a successful modularization strategy, the optimum cost can be realized based on the Envelope Size which is allowed to be transferred to the plant site through analysis of each shape of the module. Through the analysis of the plant structure, the Envelope Size that can be transported on site in units of sizes suitable for maritime and onshore is provided, and finite element method is applied to the existing materials (A36, A572) and domestic materials (SS400, SM490, SWH400) and analyzed the results of the analysis to obtain domestic materials applicable to the plant structure frame.