• KPRC NEWS
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• no.8
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• pp.10-10
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• 2005

• The Science & Technology
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• v.28 no.7 s.314
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• pp.84-85
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• 1995

19년동안 건축물 배관자재만을 전문으로 생산해온 평화플라스틱공업(주)은 「원터치 이음관 」 「스펜 파이프 」등 신제품을 개발해 건축물에서 가장 문제가 되고 있는 누수문제를 해결, 파이프업계에서 두각을 나타내고 있다.

• Journal of the KSME
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• v.35 no.9
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• pp.805-815
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• 1995

히트파이프에 관한 연구는 구미, 일본 등 선진 각국뿐만 아니라, 중국, 독립국가연합 및 동구권 에서도 다년간 활발하게 진행되어 왔다. 석유파동 이후 에너지 절약을 위한 노력의 결과로 폐 열회수 장치가 많이 개발되면서 히트파이프를 전열소자로 사용한 폐열회수 장치가 상당히 늘어나 이에 소요되는 히트파이프의 생산량도 급격한 신장세를 나타내고 있다. 이는 히트파이프 자체가 응답성이 좋고, 구조가 간단하며, 전열성이 뛰어난 장점으로 인하여 많은 연구가 이루어졌기 때 문이라 하겠다.그 응용분야는 인공위성으로부터 폐열회수용 열교환기, 전기장치 전자소자의 냉각, 음향기기의 냉각, 태양열과 지열의 유효이용, 플라스틱 금형의 냉각, 공작기계의 주축냉각, 포장 기계, 주방기기, 전력케이블의 냉각, 엔진 및 브레이크의 냉각 등 응용분야가 광범위하여 급격 하게 발전하고 있다. 그러나 국내에서는 히트파이프와 관련된 학술적인 연구결과가 발표되고 있을 뿐, 체계적이며 지속적인 연구가 수행되지 못하고 있다. 또한 산업계에서도 관련제품의 대 부분을 수입에 의존하고 있으며, 일부 제작업체에서는 제품이 나오고 있으나 축적기술결여로 그 성능면에 있어서 보증이 어려워 업계의 연구개발에 대한 노력이 절실히 요구되고 있다.

• Proceedings of the KSME Conference
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• 2004.11a
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• pp.19-24
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• 2004

The mode I stress intensity factor ($K_I$) of a newly proposed slow-crack-growth-test (Notched Ring Test, NRT) specimen was found using finite-element method. The theoretical $K_I$ value of NRT was not available in any references and could not be solved analytically. At first, in order to verify the accuracy of the finite-element approach, published $K_I$ values of several cracks were calculated and compared with finite-element results. The results were in excellent agreement within inherent errors of theoretical $K_I$. Finally the $K_I$ of NRT was found using 2- and 3-dimensional finite-element methods and expressed as a function of the applied load.

• Fire Science and Engineering
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• v.16 no.4
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• pp.77-84
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• 2002

In this paper, we had analyzed comsbustion gases using a GASTEC colorimetric gas detector tube according to the method of NES 713 in order to combustion gases toxicity evaluation for beads polystyrene foam, extruded polystyrene foam, rigid polyurethane foam, flexible polyurethane foam, flexible polyvinyl chloride pipe, vinyl floor cover, polyethyelene foam(flame retardant untreated) and polyethyelene foam (flame retardant treated) of plastics material. As results of gas analyses by using this method, comsbustion gases producted from small specimens of plastics material had reached fatal to man at 30 minutes exposure time that had possesed toxicity index of more than 1. Toxicity indexes of each specimen were estimated range of 4.3∼179.2, flexible polyvinyl chloride showed the hightest toxicity index at 179.2, and beads polystyrene foams showed the lowest toxicity index at 4.3.

• Journal of the Korean Society for Precision Engineering
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• v.20 no.6
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• pp.130-137
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• 2003

The pipe of CFRP for bicycle frame is designed and made for light weight of bicycle and then its suitability to bicycle frame is verified by comparing the other material i.e. steel, Cr-Mo steel, Al alloy pipe for bicycle frame. The pipe of CFRP is laminated to [0/$\pm$45]$_T$ and made by tape winding method and then its degree of light weight is evaluated by comparing the other pipes which is made by steel etc.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.11
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• pp.4075-4079
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• 2010

In this paper, structural analysis was conducted by ANSYS code for three dimensional finite element method to the pipe butt welding machine. Based on this numerical structural analysis, stress, strain and total deformation were obtained and the design change of the pipe butt welding machine was made along with improved productivity and shorten design period.

• Resources Recycling
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• v.6 no.2
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• pp.47-59
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• 1997

Thc paper points oul ever increasing amounts of plastics used in dex, clopmg countries and the prohlelns associated with such increase. Tl~e current status of the production and usc of plaslic materials is reviewed. Also reviewed lncludc thc pahcicies and gu~dclmcs canccrning the treatment of used plastics which have already bccn mstitutcd.

• Journal of Bio-Environment Control
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• v.26 no.1
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• pp.27-34
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• 2017

This study was carried out to estimate structural stabilities in respect of ground footings of plastic greenhouses on reclaimed lands. A 6m-wide multi-span plastic greenhouse with steel spiral piles as well as two 8.2m-wide single-span greenhouses with steel spiral piles and continuous pipe foundation respectively were built up on a reclaimed land with a SPT N-Value of 2 and measured how much the greenhouses were lifted up and subsided. In addition, the uplift capacity of three kinds of spiral piles(${\phi}50$, ${\phi}75$ and ${\phi}100$) was determined on a nearby reclaimed land. The results showed that the greenhouses with spiral piles had a slight vertical displacement like moving up and down but the scales of the rising up and sinking were negligible when compared to that of the greenhouses. The vertical displacement of the multi-span greenhouse ranged from +9.0mm(uplift) to -11.5mm(subsidence). As for the single-span greenhouses with spiral piles and continuous pipe foundation, the measurements showed that it varied from +1.3mm to -7.7mm and from +0.9mm to -11.2mm, respectively. The allowable uplift capacity of spiral piles could all be determined under criteria of ultimate load and accordingly had a value of 0.40kN, 1.0kN and 2.5kN, respectively. It was not entirely certain enough to make a final judgement on structural stabilities in respect of ground footings, it appeared likely however that the greenhouses with steel spiral piles was tentatively observed without any problems on reclaimed lands within the period.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.29 no.9 s.240
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• pp.1225-1234
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• 2005

Mode I stress intensity factor $(K_I)$ of Notched Ring Test(NRT) specimen for measuring slow crack growth resistance was found using finite-element method. The theoretical $K_I$ value of NRT was not available in any references and could not be solved analytically. At first, in order to verify the accuracy of the finite-element approach, published $K_I$ values of several cracks were calculated and compared with finite-element results. The results were in good agreement within inherent errors of theoretical $K_I$. Finally the mode I stress intensity factor of NRT was found using 2- and 3-dimensional finite-element methods and expressed as a function of the applied load. This enabled direct comparison of resistance to slow crack growth between NRT and Notched Pipe Test(NPT), which employ different loading regime.