• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.175-175
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• 2010

이전 연구에서는 사파이어 기판 위에 이종에피성장 방법으로 성장한 높은 인듐 조성의 극박 InGaN/GaN 다층 양자우물 구조를 이용한 근 자외선 (near-UV) 영역의 광원에 대하여 보고하였다. 본 연구에서는 HVPE (Hydride Vapor Phase Epitaxy) 법을 이용하여 성장된 free-standing GaN 기판 위에 유기금속 화학증착법 (MOCVD) 을 이용하여 GaN 동종에피박막과 높은 인듐 조성의 InGaN/GaN 다층 양자우물을 성장하였고 그 특성을 분석하였다. Free-standing GaN 기판은 표면 조도가 0.2 nm 인 평탄한 표면을 가지며 $10^7/cm^2$ 이하의 낮은 관통전위밀도를 가진다. Freestanding GaN 기판 위에 성장 온도와 V/III 비율을 조절하여 GaN 동종에피박막을 성장하였다. 또한 100 nm 두께의 동종 GaN 박막을 성장한 후에 활성층으로 이용될 높은 인듐 조성의 InGaN/GaN 다층 양자우물구조를 성장하였다. Free-standing GaN 기판 위에 성장된 GaN 동종에피박막과 다층 양자우물구조의 표면 형상은 주사 탐침 현미경 (scanning probe microscopy, SPM) 을 이용하여 관찰하였고 photoluminescence (PL) 측정과 cathodoluminescence (CL) 측정을 통하여 광학적 특성을 확인하였다. 사파이어 기판 위에 성장된 2 um 의 GaN을 이용하여 성장된 높은 인듐 조성의 InGaN/GaN 다층 양자우물의 결함밀도는 $2.5 \times 10^9/cm^2$ 이지만 동일한 다층 양자우물구조가 free-standing GaN 기판 위에 성장되었을 경우 결함 밀도는 $2.5\;{\times}\;10^8/cm^2$로 감소하였다. Free-standing GaN 기판의 관통전위 밀도가 $10^7/cm^2$ 이하로 낮기 때문에 free-standing GaN 기판에 성장된 높은 인듐 조성의 다층 양자우물구조의 결함밀도가 GaN/sapphire 에 성장된 다층 양자우물의 결함밀도 보다 감소했음을 알 수 있다. Free-standing GaN 기판에 성장된 다층 양자 우물은 성장온도에 따라 380 nm 에서 420 nm 영역의 발광을 보이며 PL 강도도 GaN/sapphire 에 성장한 다층 양자우물의 PL 강도 보다 높은 것을 확인할 수 있다. 이것은 free-standing GaN 기판에 성장된 높은 인듐 조성의 InGaN/GaN 다층 양자우물구조의 낮은 결함밀도로 인하여 활성층의 발광 효율이 개선된 것임을 보여준다.

• Applied Chemistry for Engineering
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• v.22 no.6
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• pp.672-678
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• 2011

In this work, carbon fibers were electrolessly Ni-plated in order to investigate the effect of metal plating on the electromagnetic shielding effectiveness (EMI-SE) of Ni-coated carbon fibers-reinforced epoxy matrix composites. The surfaces of carbon fibers were characterized by scanning electron microscopy (SEM) and X-ray photoelectron spectroscopy (XPS). Electric resistance of the composites was tested using a 4-point-probe electric resistivity tester. The EMI-SE of the composites was evaluated by means of the reflection and adsorption methods. From the results, it was found that the EMI-SE of the composites enhanced with increasing Ni plating time and content. In high frequency region, the EMI-SE didn't show further increasing with high Ni content (Ni-CF 10 min) compared to the Ni-CF 5 min sample. In conclusion, Ni content on the carbon fibers can be a key factor to determine the EMI-SE of the composites, but there can be an optimized metal content at a specific electromagnetic frequency region in this system.

• Journal of the Korea Concrete Institute
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• v.21 no.4
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• pp.531-537
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• 2009

In this study alkali reactivity of crushed stone was conducted according to the ASTM C 227 that is traditional mortar bar test, and C 1260 that is accelerated mortar bar test method. The morphology and chemical composition of products formed in mortar bar, 3 years after the mortar bar tests had been performed, were examined using scanning electron microscopy (SEM) with secondary electron imaging (SEI) and electron probe microanalysis (EPMA) with backscattered electron imaging (BSEI). The crushed stone used in this study was not identified as being reactive by ASTM C 227. However, mortar bars exceeded the limit for deleterious expansion in accelerated mortar bar test used KOH solution. The result of SEM (SEI) analysis, after the ASTM C 227 mortar bar test, confirmed that there were no reactive products and evidence of reaction between aggregate particles and cement paste. However, mortar bars exposed to alkali solution (KOH) indicated that crystallized products having rosette morphology were observed in the interior wall of pores. EPMA results of mortar bar by ASTM C 227 indicated that white dots were observed on the surface of particles and these products were identified as Al-ASR gels. It can be considered that the mortar bar by ASTM C 227 started to appear sign of alkali-silica reaction in normal condition. EPMA results of the mortar bar by ASTM C 1260 showed the gel accumulated in the pores and diffused in to the cement matrix through cracks, and gel in the pores were found to be richer in calcium compared to gel in cracks within aggregate particles. In this experimental study, damages to mortar bars due to alkali-silica reaction (ASR) were observed. Due to the increasing needs of crushed stones, it is considered that specifications and guidelines to prevent ASR in new concrete should be developed.