• Journal of Korean Association for Spatial Structures
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• v.11 no.3
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• pp.85-93
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• 2011

Membrane materials are very flexible, thus wrinkling, uniaxial state, can be occurred. The wrinkling are due to lots of various factors as eccentric force, construction errors, and fabrication errors. These wrinkled membrane elements are in status of uniaxial stress. In the paper, a method which be able to check the wrinkling is proposed. The stress-deformation analysis of membrane structures for given external load will be carried out, and here the membrane elements are regarded as wrinkled state if the principal stress 2 is smaller than 0. With proposed method, two existed construction examples, Suwon auditorium and Okinawa 75 Expo, are analyzed.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 1997.10a
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• pp.664-667
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• 1997

In this study, it is attempted to obtain the optimized size of holes in 15 square plate models where a hole exists on every quadrant of a plate, and to get eigenvalues and mode shapes by performing free vibration analysis for each model. For free vibration analysis and optimization of' hole sizes, the uniaxial tension is applied for the loading condition. From the results of this study, it is known that more stable structures can be designed by changing the natural frequency depending on the location and the optuiiunl size of holes. and further studies are considered to be necessary for the basic design information.

• Journal of the Korean Society for Nondestructive Testing
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• v.34 no.5
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• pp.362-368
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• 2014

Fiber optic sensors (FOS) have advantages such as electromagnetic interference (EMI) immunity, corrosion resistance and multiplexing capability. For these reasons, they are widely used in various condition monitoring systems (CMS). This study investigated a muscular condition monitoring system using fiber optic sensors (FOS). Generally, sensors for monitoring the condition of the human body are based on electro-magnetic devices. However, such an electrical system has several weaknesses, including the potential for electro-magnetic interference and distortion. Fiber Bragg grating (FBG) sensors overcome these weaknesses, along with simplifying the devices and increasing user convenience. To measure the level of muscle contraction and relaxation, which indicates the musle condition, a belt-shaped FBG sensor module that makes it possible to monitor the movement of muscles in the radial and circumferential directions was fabricated in this study. In addition, a uniaxial tensile test was carried out in order to evaluate the applicability of this FBG sensor module. Based on the experimental results, a relationship was observed between the tensile stress and Bragg wavelength of the FBG sensors, which revealed the possibility of fabricating a muscular condition monitoring system based on FBG sensors.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.33 no.10
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• pp.1054-1064
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• 2009

In this work, we predict a true fracture strain using load-displacement curves from tensile test and finite element analysis (FEA), and suggest a method for acquiring true stress-strain (SS) curves by predicted fracture strain. We first derived the true SS curve up to necking point from load-displacement curve. As the beginning, the posterior necking part of true SS curve is linearly extrapolated with the slope at necking point. The whole SS curve is then adopted for FE simulation of tensile test. The Bridgman factor or suitable plate correction factors are applied to pre and post FEA. In the load-true strain curve from FEA, the true fracture strain is determined as the matching point to test fracture load. The determined true strain is validated by comparing with test fracture strain. Finally, we complete the true SS curve by combining the prior necking part and linear part, the latter of which connects necking and predicted fracture points.

• Magazine of the Korea Concrete Institute
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• v.10 no.1
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• pp.153-159
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• 1998

최근 교통량의 증가에 의해 직접 하중을 부담하는 교량바닥판의 손상이 심각한문제로 부각되고 있다. 더욱이 차량하중의 증가는 바닥판손상을 더욱 가속화시키고 있는 실정이다. 바닥판의 손상이 심한 경우에는 교체 또는 성능개선공사를 시행하게 되는데, 이때 기존의 현장타설바닥판이 갖는 단점을 보완할 수 있는 프리캐스트 콘크리트 바닥판은 공기단축, 품질확보 등의 측면에서 매우 효과적인 대체공법이 될 수 있다. 프리캐스트 콘크리트 바닥판은 기존의 현장타설바닥판과달리 바닥판간에 이음부를 갖는 구조적 특징이 있으며, 다양한응력상태에 있는 바닥판중에 존재하는 비연속부인 이음부와 콘크리트 부재사이의 원활한 하중전달을 위해 부착강도는 매우 중요하다. 따라서 본 연구에서는 이음부의 부착강도를 함리적으로 평가할 수 있는 새로운 실험방법을 제안하고 이를 이용하여 휨, 직접인장 및 전단실험을 수행하였다. 또한 구성재료에 대한 압축, 휨인장 및 할렬인장강도 특성도 평가하였 다. 부착 및 강도특성에 관한 실험결과, 제안된 실험방법을 이용하면 실제에 근접한 부착강도를 평가할 수 있으며 국내에서 사용되는 충전재료중 무수축모르터가 프리캐스트 콘크리트 바닥판간 이음부의 채움재로서의 기본요건을 만족하고 있는 것을 알 수 있었다.

• Elastomers and Composites
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• v.40 no.2
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• pp.119-127
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• 2005

Material characteristics and lifetime evaluation are very important in design procedure to assure the safety and reliability of the rubber components. In this paper, the material test and accelerated heat aging test were carried out to predict the useful life of NBR and EPDM rubber mount for a compression motor which is used in a refrigerator. In order to investigate the effects of heat-aging on the material properties, crosslink density, modulus at 100% strain, stress-strain curves were obtained from uniaxial and equi-biaxial tensile tests. The change of compression set were used for assessment of the useful life and the time to threshold value were plotted against the reciprocal of absolute temperature to give the Arrhenius plot. The useful life at variable temperatures are obtained in the Arrhenius relationship.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.404-405
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• 2011

원전구조물의 방사성 폐기물 처분시설의 경우 지하수에 해수가 유입되어 콘크리트에 염소이온 침투가 발생할 수 있으며, 콘크리트 내부에 존재하는 인장철근의 부식에 의한 내구성 저하 및 수명 단축이 주된 문제가 된다. 본 논문에서는 원전콘크리트 구조물에서의 확산에 의한 염소이온 침투에 대한 수학적 모델을 제시하였다. 콘크리트 중의 염소이온의 침투는 콘크리트의 노출환경, 습윤상태에 따라 확산(Diffusion), 대류(Absorption), 전기적 이동(Migration)에 의해 발생한다. 이러한 조건을 모두 고려하여 제시한 방정식에 의해 염소이온의 침투를 예측할 수 있다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.2 no.1
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• pp.136-143
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• 2006

In this study, recently it is urgently required that demolition waste concrete has to be recycled on the construction because urban development is accelerated and redevelopment project is rapidly expanded, production quantity of construction and demolition waste concrete is being increased. As a results of drying shrinkage test under restrained and unrestrained condition, although workability and mechanical properites of concrete using HQRS were similar to that of concrete using natural sand, there were a great difference in deformation characteristic of dry shrinkage according to replacement ratio of HQRS. And, it makes sure that use of HQRS instead of partial nature sand was effective because drying shrinkage of concrete using 30 volume percentage of HQRS was smaller than that using only natural sand. Therefore, it is the objective of this study to provide the fundamental data about the re-application as an analysis of the drying shrinkage characteristics of concrete using HQRS and it is able to creta a high value-added by using HQRS.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.02a
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• pp.315-316
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• 2012

반도체와 금속배선의 확산을 방지하기 위한 확산방지막의 필요성이 대두되고 있으며, 이에 대한 연구는 많은 연구 그룹에서 진행중에 있다. 하지만 이러한 연구의 대부분은 전기적, 결정학적 특성에 대하여 안전성 및 재료학적 연구에 국한되어 진행되어졌다. 본 연구그룹은 텅스텐(W)을 질화시킨 W-N 확산방지막에 대하여 연구를 진행하였고, 역시 결정학적 특성에 대한 열적인 안전성을 주로 연구하였으나, 본 연구에서는 W-N 박막의 나노영역에 대한 기계적 특성 평가에 주안점을 두어 W-N 박막의 stress를 nano-indenter 기법을 이용하여 측정하고자하였다. 특히 공정시간의 단축 효과 등의 이유로 박막의 두께를 감소시키는 현재 추세에 맞춰 더 얇은 W-N 확산방지막을 제작하였으며, 이에 대한 분석을 실시하였다. W-N 확산방지막은 Ar(Argonne), $N_2$ (nitrogen) 총유량을 40 sccm으로 고정하여, 질소 유입 조건을 0, 0.5, 1 sccm 으로 변화시켜 Si (silicon) (100) 기판 위에 rf (radio-frequency) magnetron sputter를 이용하여 증착하였다. 이때 W-N 박막의 두께를 30, 100 nm로 달리하여 증착하였으며, 증착된 박막은 질소 분위기 $600^{\circ}C$에서 30분간 열처리하였다. 증착된 시료는 nano-indent를 통하여 표면으로부터 10 nm 부근의 극 표면 물성을 측정하였다. 측정 결과, $N_2$ 가스의 유량을 0.5 sccm 흘려주면서 증착한 W-N 박막이 $N_2$가스를 흘려주지 않은 W 박막과 비교하여 압축응력을 덜 받아 비교적 열에 대하여 안정적임을 확인하였다. 또 30 nm 두께의 W-N 박막이 100 nm 두께의 W-N 박막보다 더 기계적으로 안정적인 상태임을 확인하였다.

• Elastomers and Composites
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• v.35 no.2
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• pp.115-121
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• 2000

In comparison with thermosetting rubber, thermoplastic elastomer (TPE) has various advantages such as simple processing, short cycle time and recycling of scrap. These advantages can lead to development of the high value-added rubber products due to reduction of the waste material, manufacturing cost and the defected product. This article involves a dynamic vulcanization method for EPDM/polypropylene blend, and the manufacturing of a fixed glass weather-strip by glass insert molding method using the blend. In order to investigate mechanical properties of the product, tensile strength, elongation, hardness and specific gravity were measured. Also morphological study was carried out using SEM. Developments of an efficient system of production and automatic process by molding of TPE and glass simultaneously are expected.