• Korean Journal of Materials Research
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• v.2 no.2
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• pp.133-142
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• 1992

The slow strain-rate test($1{\times}10^{-4}~1{\times}10^{-7}sec^{-1}$) was performed to understand the tensile properties of chopped strand glass mat/polyester composite in air and synthetic sea water. (pH 6.0, 8.2, 10.0) For the tested composite subjected to tensile loading in air and synthetic sea water (ph 6.0, 8.2, 10.0), the tensile properties are a little decreased as strain rate decrease and a little decrease in stiffness is observed in $1{\times}10^{-7}sec^{-1}$. The tensile properties were some changed in case the pH value in synthetic sea water is varied.

• International Journal of Highway Engineering
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• v.13 no.1
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• pp.33-40
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• 2011

The resilient modulus which is presented mechanical properties of compacted subbase material is the design parameter on the Mechanistic - Empirical pavement design guide. The compaction control method on the Mechanistic - Empirical pavement design guide will be the way to confirm whether the in-situ elastic modulus measured after the compaction meets the resilient modulus which is applied the design. The resilient modulus in this study is calculated by the neural network suggested by Korea Pavement Research Program, and degree of compaction as the existing compaction control test and plate bearing capacity test(PBT) was performed to confirm whether the in-situ elastic modulus is measured. The Light Falling Weight Deflectometer(LFWD) is additionally tested for correlation analysis between each in-situ elastic modulus and resilient modulus, and is proposed correlation equation and test interval which can reduced overall testing cost. Also, the subbase compaction control procedure based on the in-situ elastic modulus is proposed using the in-situ PBT and LFWD test result.

• International Journal of Highway Engineering
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• v.13 no.2
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• pp.159-166
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• 2011

This research was performed to evaluate physical properties of polysulfide epoxy overlay material for bridge deck as part of a review for possibility of domestic application of polymer concrete for bridge deck pavement. In order to evaluate strength characteristics, compressive strength, flexural strength and bond strength were tested, and, for durability characteristics, chloride ion penetration resistance and freeze/thaw resistance were tested along with ultraviolet rays impact evaluation. The tests showed that the results met the criteria suggested by the American Concrete Institute in terms of compressive strength, flexural strength and bond strength. However, in terms of the strengths measured at various test temperatures, it was found that the epoxy material was highly dependent on temperature, and, therefore, this should be considered at the time of domestic application of the epoxy material later. Deflection characteristics was checked through flexural strength test and it was found that bridge deck pavement using the epoxy material was excellent compared to bridge deck pavement using asphalt. Furthermore, the results of chloride ion penetration resistance test and freeze/thaw resistance test were also excellent. In the evaluation of ultraviolet rays impact on epoxy slurry mixture, reduction of strain was noticed with increased strength, but the deflection characteristics after exposure to ultraviolet rays was better than the existing acryl polymer concrete. Therefore, it is concluded from the research that the polysulfide epoxy overlay material has the physical properties that are appropriate to pavement of bridge deck.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2009.06a
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• pp.450-450
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• 2009

최근 전세계적으로 태양전지의 대량보급에 따라 실리콘 원료의 공급에 차질이 생겨 원자재 값이 상승하는 추세에 있다. 결정질 실리콘 태양전지의 제조비용중 실리콘 재료 및 웨이퍼가 차지하는 비율은 약 50~60%정도로 높기 때문에 실리콘 웨이퍼의 두께를 감소시키는 것이 비용절감을 위한 효과적인 방법으로 기대되고 있다. 그러나 실리콘 웨이퍼의 두께가 앓아질수록 제조공정중 균열이나 파손이 발생할 가능성이 높아지기 때문에 이에 따른 실리콘 웨이퍼의 기계적 물성에 대한 연구가 필수적이라 할 수 있다. 본 연구에서는 현재 상용으로 사용되고 있는 크기가 5 인치인 $200{\mu}m$ 두께의 실리콘웨이퍼 (As-saw)를 약 80여개의 시편으로 절단한 후 각각의 파단강도를 부위별로 측정하였다. 또한 표면절단결함을 제거하는 saw damage etching(SDE) 시간을 제어하여 두께가 $150{\mu}m$, $130{\mu}m$인 웨이퍼를 준비하였다. 이들 시험편에 대해서도 부위별 파단강도를 측정하여 as-saw상태의 시험편과 비교하였다. 파단강도 측정은 4 접 굽힘시험을 통하여 측정하였으며 파단면은 주사전자현미경을 통하여 관찰하였다. 또한 실리콘 웨이퍼의 미세균열을 비파괴적으로 검출하기 위하여 100MHz 고주파수를 이용하는 초음파현미경(SAM, scanning acoustic microscope)을 이용하여 균열의 분포를 영상화하였다.

• Journal of the Korea Concrete Institute
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• v.13 no.5
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• pp.423-429
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• 2001

In this study, strength characteristics of concrete specimens subjected to horizontal continuous vibration during initial curing were investigated. As experimental variables, vibration velocity(0.25, 0.5, 1.0, 2.0, 4.0 kine) and vibration time(3, 6, 12, 24 hrs) were used. Density and segregation of the specimens were also investigated. Vibrating was started soon after placing, and strengths investigated consist of compressive strength, splitting tensile strength, and bond strength. Strengths decrease were hardly occurred at 0.25 kine vibration velocity regardless of vibration times and all strengths were increased for 3 hrs vibration at 0.5 kine vibration velocity. Density was increased for all specimens due to the vibration and there was no serious segregation under even 4 kine vibration velocity.

• Applied Chemistry for Engineering
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• v.20 no.1
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• pp.67-74
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• 2009

Nowadays, recycling of recycled aggregates from the waste concrete is seriously demanded for the protection of environment and the shortage of aggregates owing to the large scale construction project. In this study, for the development of polymer composite recycling recycled aggregates from the waste concrete, twenty five specimens of the polymer composite were prepared with the five levels of replacement ratios of recycled aggregates (0, 25, 50, 75, 100%) and polymer-cement ratios (0,5, 10, 15, 20%), respectively. For the evaluation of the performance of polymer composite specimens, various physical properties such as compressive and flexural strengths, water absorption, hot water resistance, total pore volume and porosity were investigated. As a result, physical properties of polymer composite were remarkably improved with an increase of polymer cement ratios, but greatly decreased with the replacement ratios of recycled aggregates.

• Journal of the Korean Society for Nondestructive Testing
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• v.22 no.2
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• pp.125-131
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• 2002

we analyzed acoustic emission signals obtained from three kinds of brittle materials under compression load by Vickers hardness tester. The results obtained can be summarized as follows; The signal in each material could be divided into three signal based on the properties of load. All specimens were not detected acoustic emission signals in stage II which was load constant region., and were detected in stage I and stage III. Glass was detected high amplitude signals in stage III. $Al_2O_3\;and\;Al_2O_3/Sic$ were detected high amplitude signals in stage I.

• Journal of Energy Engineering
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• v.26 no.4
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• pp.1-6
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• 2017

This study evaluated hydrogen effect of metal and non-metallic materials used in the hydrogen blended natural gas vehicle. Hydrogen penetrated concentration of 34Cr-Mo steel(850MPa tensile strength) for winter driving conditions was measured 0.0018ppm and summer driving conditions was 5.3ppm. The critical hydrogen concentration of high strength metal used in this study was measured 1.03ppm by CLT. Therefore, 34CrMo steel cas cause problems in the 30% HCNG(25MPa) environment. In case of the test for non-metallic materials, all materials met the criteria of the gas resistance test, but Fluorocarbon Rubber material had a significant change in the volume. So if it is used, extra care is needed.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.05a
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• pp.37.1-37.1
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• 2009

최근 휘어짐이 가능한 flexible display의 개발이 활발히 진행됨에 따라 OLED(organic light emitting diode)의 발전 가능성은 커지고 있다. 하지만 cathode 재료인 Cr, Al등은 tensile 또는 bending에 취약하다. 따라서 본 연구에서는, 인장시험용 아령모형의 PET($125\;{\mu}m$) 필름에 Al, Cr, Cr+Al을 각각 코팅하고 부분적으로 hole을 patterning함으로써 인장 시 미소크랙의 발생을 감소시켜 전기저항(R) 변화를 최소화하는 패턴형상을 design하고 세 가지 금속의 전기저항 변화를 통해 좀 더 우수한 flexible display용 금속을 찾는데 그 목적이 있다. 전극에 형성된 미세패턴의 영향과 패턴 된 hole size에 따른 전기저항의 변화를 알아보기 위해 hole size는 $50\;{\mu}m$, $30\;{\mu}m$, $10\;{\mu}m$로 제작하였고 각각의 금속막에 patterning하였다. 제작된 시편을 인장시험 장치에 설치 후 2mm/min의 속도로 인장응력을 가하면서 Load의 증가에 따른 금속막의 전기저항($\bigtriangleup$R)을 동시동작으로 측정하였다. 실험결과 인장시험 시 저항변화는 Cr이 짧은 시간에 가장 급격하게 변하였으며 다음으로 Cr+Al, Al순 이였다. 또한, hole size의 크기에 따른 전기저항의 변화는 $50\;{\mu}m$ size의 hole을 pattern한 시편이 가장 안정한 저항 변화를 보였다.

• Clean Technology
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• v.29 no.4
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• pp.249-254
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• 2023

In this study, porosity estimation was conducted by the physical properties of zeolite. Because of the difficulty of directly measuring the porosity of particulate matter, the porosity was calculated by applying the measured physical properties of zeolite to the calculation formula presented in various literature. For this purpose, the average particle size, particle size distribution, specific surface area, and pore characteristics of three types of zeolite - zeolite beta, zeolite Y, and ZSM-5 - were measured. In addition, the true density using gas and liquid phases, and two types apparent density (tap and untapped density) were measured. We calculated the porosity using these results, compare and analyzed the results, and evaluated main factors that determine the porosity.