• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.393-393
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• 2013

나노입자를 포함하는 합성물은 전자소자와 광전소자의 응용 가능성 때문에 많은 연구가 진행되고 있다. 복합층을 사용한 소자의 전기적 성질에 대한 연구는 많이 진행되었으나, SiC/SiNx 다층 복합층 소자에 대한 광학적 특성에 대한 연구는 상대적으로 미흡하다. 본 연구는 SiC/SiNx 다층 복합층을 사용하여 스퍼터링 방법으로 형성하고 열처리를 사용하여 복합층의 미세구조와 광학적 특성을 조사하였다. SiNx층을 p-형 Si 기판 위에 성장한 후 SiC층을 형성하였다. 3번의 주기적인 성장으로 다층구조를 형성하고, 30분 동안 열처리 하였다. 투과전자현미경상은 SiC/SiNx 복합층에 SiC 나노입자가 형성한 것을 확인하였다. 광류미네센스 스펙트럼 결과는 형성한 SiC/SiNx 복합층을 열처리할 때 SiC층에서 나타나는 주된 피크 위치가 변위되는 것을 보였다. 광류 미네센스 스펙트럼 결과에서 나타난 주된 피크가 열치리에 따라 변화하는 원인을 규명하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.176-182
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• 2018

The purpose of this study was to investigate the safety and rationality of buckling strength and length coefficient by comparing with the design standards of domestic and foreign compression materials based on the buckling test results of circular steel pipe with ball joints. The types of round steel pipes selected for buckling performance evaluation were ø$48.6{\times}2.8t$, ø$60.5{\times}3.2t$ and ø$76.3{\times}3.2t$. For the design of domestic and foreign compression materials, Korea 's Load Resistance and Factor Design, Japan' s Limit State Design, and British Standard BS5950 standard were applied. In this study, we compared and analyzed the buckling performance between the experimental results of the previous research and the domestic and foreign design standards. The results were summarized as follows. As a result of applying the full length of the member to the buckling length in the compression materials design standards of each country, it was 64-89% of the buckling strength by the experiment. Therefore, it is deemed desirable to perform the member design according to the current design standard formula for safety. Experimental results show that the measured buckling strength was 1.02-1.43 times higher than the buckling strength of pure cylindrical steel tubes in the design standards of Korea, Japan and the United Kingdom compression materials. Consequently, it seemed that the buckling strength of individual member in the design of space frame structure should be considered buckling coefficient as the length of pure round steel pipe rather than the length of inter-node.