• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.114-117
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• 2006

The air filter in engine intake system has a function of filtrating the dirt in the scavenging air as well as attenuating the noise. The noise attenuation within the air cleaner filter, however, has been regarded as negligible by the field engineers. In this paper, for the analysis of the acoustical performance of air filter, an acoustical model was suggested and the characteristics of air filter system were investigated. Fibrous structure of the filter element was modeled as a micro-perforated panel using the flow resistivity and porosity. The pleated geometry of the filter element was modeled as two coupled ducts that have permeable walls, in which each duct area was assumed being constant. Using such simplified geometry, a mathematical model was developed for the sound propagation within a narrow duct system. Visco-thermal effect was considered in modeling the sound propagation through such tubes; the filter box was modeled as a rigid rectangular box. By combining two models, a four-pole transfer matrix was derived. For the validation purpose, transmission loss was measured for a plastic rectangular box containing an air filter. A noticeable effect of the air filter element was observed by including the filter into the box. Comparing the predicted and measured data, we found that the predicted TL agrees well with experimental results, in particular, in magnitude and frequency at TL troughs.

• Steel and Composite Structures
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• 제50권4호
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• pp.475-487
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• 2024

The usage of fiber-reinforced polymer materials increases in the construction sector due to their advantages in terms of high mechanical strength, lightness, corrosion resistance, low density and high strength/density ratio, low maintenance and painting needs, and high workability. In this study, it is aimed to improve mechanical properties of GFRP box profiles, produced by pultrusion method, by filling the polymer concrete into them. Within the scope of study, hybrid use of polymer concrete produced with GFRP box profiles was investigated. Hybrid pressure and bending specimens were produced by filling polymer concrete (polyester resin manufactured with natural sand and stone chips) into GFRP box profiles having different cross-sections and dimensions. Behavior of the produced hybrid members was investigated under bending and compression tests. Hollow GFRP_xx profiles, polymer-filled hybrid members, and nominative polymeric concrete specimens were tested as well. The behavior of the specimens under pressure and bending tests, and their load bearing capacities, deformations and changes in toughness were observed. According to the test results; It was deduced that hybrid design has many advantages over its component materials as well as superior physical and mechanical properties.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2004년도 추계학술대회 논문집
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• pp.21-24
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• 2004

This paper describes a perception of small-obstacle using ultrasonic sensors in a mobile robot. The research on the avoidance of the large-obstacles such as a wall, a large box, etc. using ultrasonic sensors has been generally progressed up to now. But the mobile robot could meet a small-obstacle such as a small plastic bottle of about 1 l in quantity, a small box of 7${\times}$7${\times}$7 cm3 in volume, and so on in its designated path, and could be disturbed by them in the locomotion of the mobile robot. So, it is necessary to research on the avoidance of a small-obstacle. In this paper, the small-obstacle perceiving system was designed and fabricated by arranging four ultrasonic sensors on the plastic plate to avoid a small-obstacle. The small-obstacle perceiving system was installed on the above part of the mobile robot with the slope of 40.7$^{\circ}$ to a horizontal line. The static characteristic test and the dynamic characteristic test were performed to know the information of the used ultrasonic sensors. As a result, the mobile robot with the small-obstacle perceiving system could avoid a small-obstacle, and could move in indoor environment safely.

• Steel and Composite Structures
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• 제26권5호
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• pp.583-594
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• 2018

Although a lot of experimental and analytical investigations have been carried out for steel bridge piers made of SS400 and SM490, the formulas available for SS400 and SM490 are not suitable for evaluating ultimate load and deformation capacities of steel bridge piers made of high strength steel (HSS) SM570. The effect of various parameters is investigated in this paper, including plate width-to-thickness ratio, column slenderness ratio and axial compression force ratio, on the ultimate load and deformation capacities of steel bridge box piers made of SM570 steel subjected to cyclic loading. The elasto-plastic behavior of the steel bridge piers under cyclic loads is simulated through plastic large deformation finite element analysis, in which a modified two-surface model (M2SM) including cyclic hardening is employed to trace the material nonlinearity. An extensive parametric study is conducted to study the influences of structural parameters on the ultimate load and deformation capacities. Based on these analytical investigations, new formulas for predicting ultimate load and deformation capacities of steel bridge piers made of SM570 are proposed. This study extends the ultimate load and deformation capacities evaluation of steel bridge piers from SS400, SM490 steels to SM570 steel, and provides some useful suggestions.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1997년도 봄 학술발표회 논문집
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• pp.79-86
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• 1997

In this study, pre-postprocessing toolbox is developed to perform elasto-plastic analyze of underground structures with transient ground water flow. This toolbox is composed of three modules. The first is the data input processor for the structural analysis. The preprocessing Is using GUI (Graphic User Interface), which is consist of dialog box, pull down, and short-cut icon, etc. The second is the structural analysis module. The analysis is based on the elasto-plastic finite element method involving additional options such as ground excavation effect, transient ground water flow, and rock bolts behavior. The last is the postprocessing module. The postprocessing is able to verify the result of the structural analysis by the graphical simulation which visualizes the element mesh, the node displacements, the element stress states, the stress contour, the ground water surface, and the rock bolt stresses. Since various options are considered separately in this toolbox, it is easy to modify the module of each processing, and to update other functional modules for the given analysis conditions.

• Steel and Composite Structures
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• 제32권5호
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• pp.657-670
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• 2019

This paper proposes a one-dimensional fiber beam element model taking account of materially non-linear behavior, benefiting the highly efficient elastic-plastic analysis of girders with shear-lag effects. Based on the displacement-based fiber beam-column element, two additional degrees of freedom (DOFs) are added into the proposed model to consider the shear-lag warping deformations of the slabs. The new finite element (FE) formulations of the tangent stiffness matrix and resisting force vector are deduced with the variational principle of the minimum potential energy. Then the proposed element is implemented in the OpenSees computational framework as a newly developed element, and the full Newton iteration method is adopted for an iterative solution. The typical materially non-linear behaviors, including the cracking and crushing of concrete, as well as the plasticity of the reinforcement and steel girder, are all considered in the model. The proposed model is applied to several test cases under elastic or plastic loading states and compared with the solutions of theoretical models, tests, and shell/solid refined FE models. The results of these comparisons indicate the accuracy and applicability of the proposed model for the analysis of both concrete box girders and steel-concrete composite girders, under either elastic or plastic states.

• 한국포장학회지
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• 제21권1호
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• pp.35-40
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• 2015

결구상추는 급식업체에서 로컬리즘을 바탕으로 한 요구로 인해, 국내 생산품의 주년 공급이 필요하다. 그러나 하절기에 고온과 강우로 인해 적절한 결구상추의 공급이 원활하지 않다. 따라서 결구상추를 지속적으로 미리 저장하여, 출하가 어려울 때도 원활하게 공급하고자 하였다. 본 연구에서는 포장 및 저장방법에 따라 결구상추를 관행적으로 수확하여 PP플라스틱 농산물 유통상자에 단순 저장과, 결구상추의 줄기(경정) 10 cm 이상 남겨 부직포에 감싸서 저장, 상자에 농산물 식품 포장재인 LDPE 미세천공 필름을 덮어 저장하였으며, 또한 개별적으로 LLD-PE 포장재로 랩 포장하여 저장하였으며, 저장 온도는 $2^{\circ}C$에서 수행하였다. 저장 후의 포장 방법별 외관품위 및 생체중 감소에서는 개별적으로 랩 포장한 것이 21일까지의 단기적 저장에서 가장 좋았으며, 줄기를 보존하여 저장한 것, 상자에 필름 외피복, 무포장 저장 순이었다. 따라서 결구상추는 단기저장 시에 개별적인 포장 저장(저장방법 C)이 저장 3주까지 비교적 선도가 좋아, 결구상추의 단경기 원활한 공급을 위해 보급 가능한 기술로 보인다. 줄기를 물올림하면서 보존하는 방법(저장방법 D)은 재배방법과 연계하여 방법을 개선한다면, 새로운 저장방법으로 강구(講究)될 수 있을 것으로 예상된다. 결구상추의 단경기 공급을 위해서 생산이 어려운 시기에 포장과 저장방법을 개선함으로써 수급조절에 원활히 할 수 있는 가능성을 확인하였으나, 보다 선도를 유지하기 위해서는 국내 생산될 저장과 유통여건에 맞춘 추후의 연구가 더 필요할 것으로 생각된다.

• 식물조직배양학회지
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• 제28권5호
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• pp.273-276
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• 2001

두릅나무의 체세포배 유래 소식물체의 효과적인 순화 방법을 개발하고자 플라스틱 용기를 사용 4가지 인공배양토 및 MS 액체배지 등 7가지 수용액 처리를 통해 활착률 및 생장을 조사하였다. 상토는 perlite가 vermiculite보다 활착 및 생장에 양호하였고, 입자가 클수록 활착률 및 생장이 좋았다. 액체배지는 2차 증류수 처리가 가장 양호하여 96%의 활착률을 나타냈으며, 염류농도를 1/4 및 1/8로 낮춘 MS배지는 각각 92%의 활착률을 보인 반면 기본배지 및 1/2 MS배지는 활착률이 저조하였다. 한편 0.1% hyponex와 2% sucrose 처리는 84% 및 76%의 활착률을 각각 나타냈다. 결론적으로 두릅나무의 체세포배 유래 소식물체의 순화는 입자가 큰 perlite를 사용하고 증류수 처리 혹은 염류 농도를 낮춘 MS배지 처리로 효과적인 순화가 가능함을 보여주었다.

• 한국강구조학회 논문집
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• 제19권6호
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• pp.681-693
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• 2007

본 연구에서는 연속거더교량에 적용되고 있는 가설공법을 이중합성 박스거더교에 적용하여 발생 단면력을 검토하고, 적용성 측면에서 개선사항을 도출하고자 하였다. 하부콘크리트의 타설높이 및 타설범위는 각각 이중합성단면에 대한 소성모멘트 및 부모멘트영역에 의하여 결정되었다. 검토 가설공법은 일반적인 가설조건을 고려하여 크레인 가설공법, 켄틸레버 가설공법, 압출가설공법 등을 대상으로 하였으며, 이중합성 박스거더 가설 전의 하부콘크리트 타설유무에 따라 두가지의 경우로 구분하여 각각 시공중에 발생하는 단면력을 검토하였다. 또한, 압출가설공법 적용시의 단면력 저감방안으로 압출노즈에 의한 가설방안을 검토하였으며, 가설거더에 대한 압출노즈의 길이비, 단위중량비, 휨강성비 등의 변화에 따른 단면력의 저감정도를 검토하였다. 압출노즈에 의한 가설공법은 이중합성 박스거더교량에도 유효하게 적용될 수 있음을 확인하였다.

• 한국식품저장유통학회지
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• 제6권4호
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• pp.402-405
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• 1999

국내 절화류의 포장 및 유통실태를 조사하고자 부산, 광주, 제주, 충남 및 경기지역을 1997년 10월부터 1998년 2월까지 산지 및 시장을 직접 방문하여 조사하였다. 절화류의 외포장재로는 이중양면 골판지가 주종을 이루고 있었으며 품목별 상자보다는 범용성 상자가 더 많이 사용되고 있었다. 내부포장재로는 재활용 신문지와 폴리에칠렌 필름이 주로 사용되고 있었다. 유통실태는 절화시장에서 도소매가 동시에 이루어지고 있었으며 유통경로는 3가지가 있었는데; 가장 많은 형태가 생산자 $\longrightarrow$ 서울위탁시장을 거쳐 소비자에 이르는 경로로 출하비중은 약 42%에 이른다. 또한, 생산자 $\longrightarrow$ 양재동 화훼공판장 $\longrightarrow$ 도.소매상 $\longrightarrow$ 소비자 경로의 출하비중은 약 18%, 나머지 40%는 생산자 $\longrightarrow$ 산지직.공판장 및 지방위탁시장 $\longrightarrow$ 도ㆍ소매상 $\longrightarrow$ 소비자의 경로였다. 절화류의 유통현대화를 위해서는 규격포장을 사용하여 출하하는 것이 바람직하다고 판단되었다.