• Proceedings of the Korean Fiber Society Conference
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• 1998.10a
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• pp.352-355
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• 1998

토목섬유제품 중에서 차수재조 널리 사용되는 지오멤브레인은 1$\times$$10^{-12}$의 낮은 투수계수를 갖고 있지만 시공전후 찢어지거나 구멍이 뚫리게 되면 침출수의 유출이 발생하여 환경오염을 일으키게 된다. 이를 보완하기 위해 친수성과 팽윤성이 큰 벤토나이트 물질을 이용한 Geosynthetic Clay Liner(GCL) 복합재료가 개발되었다. GCL은 지오텍스타일이나 지오멤브레인사이에 벤토나이트를 충진시키고, 접착제 또는 니들펀칭(needle-punching)이나 스티칭(stitching)과 같은 기계적인 방법으로 결합한 복합재료이다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.10b
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• pp.283-284
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• 2003

습식응고법에 의한 다공성 폴리우레탄-부직포 합성피혁은 일반적으로 DMF 또는 MEK 둥의 용제로 희석한 폴리우레탄 수지에 니들펀칭 부직포를 함침하여 기포를 준비한 후, 폴리우레탄으로 코팅하여 비용매인 물에서 응고하는 방법으로 제조한다. 따라서 합성피혁은 부직포의 물성, 함침조건, 코팅조건 및 응고조건에 따라 물성의 차이를 나타낼 것으로 판단된다[l]. 특히 합성피혁의 물성은 폴리우레탄 코팅층의 내부에 형성되는 셀(cell)의 크기, 분포 및 형태에 크게 의존한다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.10b
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• pp.285-286
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• 2003

폴리우레탄은 복합재료의 함침 및 코팅용으로 가장 보편적으로 사용되는 수지이다. 폴리우레탄-부직포 복합소재는 폴리에스테르 또는 나일론과 같은 합성섬유로 제조된 부직포에 폴리우레탄으로 함침한 후 다시 폴리우레탄으로 코팅함으로써 소재의 단위 무게 당 폴리우레탄이 차지하는 비율이 매우 높고, 최종제품의 물성에 많은 영향을 끼치므로 이와 관련한 연구는 주로 기능성 및 내구성을 부여하는데 맞춰지고 있다[1]. (중략)

• Proceedings of the Korean Society For Composite Materials Conference
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• 2000.11a
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• pp.50-53
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• 2000

The effect of punching density on the mechanical and thermal properties of nonwoven needle-punched carbon/phenol composite was studied. The carbonized preforms were farmed into composites with phenol resin. The interlaminar shear, tensile and flexural strengths were increased with increasing punching density. However, excessive punching density decreased interlaminar shear and tensile strengths. Erosion rate of carbon/phenol composite was decreased with increasing punching density

• Proceedings of the Korea Information Processing Society Conference
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• 2000.04a
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• pp.1159-1162
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• 2000

본 논문에서는 컴퓨터 자수 소프트웨어인 펀칭 프로그램의 개발과정에서 베지에르 곡선식을 사용하여 구현한 박음질(Satin) 알고리즘을 기술한다. 자수에서 박음질은 지그재그로 1회씩 정해진 구간의 밀도와 수폭사이를 왕복하여 작업이 이루어지며 폭이 좁거나 테두리 부분을 작업할 때 주로 사용된다. 박음질은 밑박음질(Running)과 다르게 불규칙적인 면을 채울 수 있도록 고안됐다.

• Journal of KIISE:Information Networking
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• v.35 no.5
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• pp.367-373
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• 2008

Recently, the NAT middlebox widely deployed in the home network environment prohibits DM operations from reaching user devices behind NAT. In this article, we focus on NAT issues to manage home network devices. Particularly, we discuss standardization efforts, and present our proposal to deploy DM services for VoIP and IPTV devices under NAT. By slightly changing behaviors of Simple Network Management Protocol (SNMP) Manager and Agent, and defining additional Management Objects (MOs) to gather NAT binding information, we could solve the NAT traversal problem under symmetric NAT. Moreover, we propose an enhanced method to search the UDP hole binding time of the NAT box. We applied our method to randomly selected 22 VoIP devices out of 194 NATed hosts in the real broadband network and have achieved 99% of the success ratio for exchanging SNMP request messages and 26% of enhancement for searching the UDP hole binding time.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.185-188
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• 2008

Flat plate system has structural weakness such as punching shear. Punching shear resistance can be increase by using a lager column section and effective depth, higer concrete compressive strength, and more flexural reinforcement ratio. But using a shear reinforcement is most economical, enable, workable solution in flat plate. The slab with thickness smaller than 250mm can not perform effectively due to insufficient development length of shear reinforcement in the slab. In case of proposed reinforcements, since the shear reinforcements were installed between the top bar and the bottom bar, shear elements generated slip failure before they reached yield. strength. effect of anchorage strength were effective anchorage length, concrete strength, diameter of shear element and anchorage detail. considering effect of slab thickness and concrete strength, formula of K factor propose in thin flat plate slab. by considering effect of anchorage length and concrete strength, strength of shear reinforcement will be computed correctly in thin flat plate slab.

• Journal of the Korea Concrete Institute
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• v.16 no.2 s.80
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• pp.213-220
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• 2004

This paper deals with an enhanced structural capacity of reinforced concrete bridge deck strengthened with carbon fiber rod (CFR) which is subjected to monotonic and cyclic loads. Strengthening variables considered in this test were evenly and unevenly strengthening type. To evaluate strengthening capacity for these two strengthening types, load-carrying capacity and crack and failure pattern from the failure test were analyzed and fatigue response were examined. According to the test results, all the strengthened specimens showed punching shear failure as a result of premature failure of bonding interface between mortar and concrete. In the case of strengthening capacity, it was observed that the strengthened specimens was more effective in strength, stiffness and fatigue endurance limit than the unstrengthened specimen. In addition, the unevenly strengthening method (CR-UE) was more effective than the evenly strengthening method (CR-E).

• Applied Chemistry for Engineering
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• v.20 no.5
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• pp.561-564
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• 2009

Filter media finely interspersed with activated carbons were prepared by a needle punching process without using chemical binders. Their characteristics were investigated efficiently to abate environmentally harmful gas such as acetaldehyde, and were compared with those of cabin air filter coated with activated carbons by using chemical binders. These combination filters were installed on a vehicle fan placed in a test chamber of capacity similar to the interior volume of a commercially available passenger car, and the efficiency of acetaldehyde abatement was measured as a function of time. The filter utilizing chemical binders showed somewhat better performance for the elimination of acetaldehyde despite the adverse effect of the chemical binder that would clog the micropores of the activated carbons. It turned out that the needle punching process had the activated carbons agglomerated due to hydrophobic interactions, resulting in a relatively larger void area than that of the filter utilizing chemical binders.

• Journal of Korean Society of Steel Construction
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• v.17 no.4 s.77
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• pp.481-490
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• 2005

This paper summarizes the full-scale test results on the CFT column-to-flat plate connections subjected to gravity loading. CFT construction has gained wide acceptance in a relatively short time in domestic building construction practice due to its various structural and construction advantages. Constructing an underground parking floor as a flat plate system is often regarded as essential for both cost savings and rapid construction. Efficient details for CFT-column-to-flat-plate connections have not been proposed yet, however, and their development is urgently needed. Based on some strategies that maximize economical field construction, several connecting schemes were proposed and tested based on a full-scale model. The test results showed that the proposed connection details can exhibit punching shear strength and connection stiffness comparable to or greater than those of their R/C flat plate counterpart.