• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 2004.10a
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• pp.89-92
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• 2004

This paper is concerned with the drawing process of Al-Si wire. In this study, the finite-element model established in previous work was used to analyze the effects of various forming parameters, which included the reduction in area, the semi-die angle, the aspect ratio and the inter-particle spacing of the Si in drawing processes. The finite-element results gave the consolidation condition. From the results of analysis, the effects of each forming parameter were determined. It is possible to obtain the important basic data which can be guaranteed in the fracture prevention of Al-Si wire by using FEM simulation.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.54-54
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• 2004

집속체의 드래프트 공정(롤러 인발 공정)의 경우, 선밀도의 변동성(irregularity)은 드래프트 비, 롤러 간격 등의 공정조건과 집속체, 응집도, 엉킴 등으로 대표되는 openness 애 큰 영향을 받는다. 본 연구에서는 유동계 내에서의 집속체 동적거동을 묘사하는 기본 방정식을 바탕으로 openness 와 직접적인 관련이 있는 구성모델의 주요 파라메타($\mu$)의 변동을 auto-covariance function 으로 묘사되는 확률과정 신호(stochastic signal)로 생각하여, 이 신호를 생성하고, 모델 시뮬레이션을 통하여 출력 집속체의 선밀도 변동을 살펴 보았으며, 출력 집속체의 선밀도가 거의 일정하게 유지되는 출력구간 근처에서 선밀도 불균제 특성을 해석하였다.(중략)

• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.90.2-90.2
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• 2010

흙막이 굴착 및 절취사면의 보강공법으로 많이 적용되고 있는 앵커의 장력을 측정하는 전기저항식 로드셀과 스트레인게이지, 바이브레이팅 와이어 (vibrating wire) 타입의 모니터링 방법은 안전관리를 위한 장기적인 모니터링에 한계를 가지고 있어 이를 개선할 수 있는 방안으로 광섬유 센서를 이용하여 강연선의 변형률을 측정할 수 있는 스마트 텐던이 개발되었다(김재민 등, 2007). 앵커를 구성하는 7연 강연선(텐던)의 중앙케이블에 삽입된 광섬유브래그격자(Fiber Bragg Grating ; FBG)센서는 기존 스트레인게이지 타입에 비해 크기가 작고 내구성이 우수하며 전자기파에 의한 노이즈 발생이 없고 하나의 리드선으로 다중점 측정(multiplexing)이 가능하여 장기모니터링에 효과적인 장점이 있다. 본 연구에서는 FBG센서를 내장한 스마트 텐던을 실대형(Prototype) 앵커(L=11.5m)에 적용하여 현장 인발실험에 의해 시공중 장력 모니터링을 수행하고 로드셀 측정결과와 비교하였고 정착부에 설치된 FBG 센서로부터 앵커의 하중전이 계측을 수행하였다.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1999.05a
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• pp.197-205
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• 1999

소형 히트파이프에서 ？을 구리망사 또는 그루브를 적용할 수 있고 그루브 형상은 U, V 등 다양하다. 망사？은 모세압이 큰 잇점이 있어나 제작 단가가 높다. 그루브？은 대량생산이 용이하나 전밀 가공 기술이 요구된다. 현재까지 국내에서는 노트북 PC의 CPU 냉각에 사용한 소형 히트파이프의 전량을 해외에서 구매하고 있다. 본 연구에서는 직경 7 mm U형 그루브 관을 인발하여 관직경을 축소한 결과 내경 3.6 mm의 외경 4mm 의 V형 그루브관을 얻을 수 있었다. 이 관을 이용하여 소형 히트파이프를 제작하고 열전달 성능 시험을 수행하였다. 열전달 한계는 40~6$0^{\circ}C$ 범위작동온도 경사각 0$^{\circ}$ 에서 3 W를 얻을 수 있었다. U형 그루브 히트파이프에 비하여 모세압 저하로 인하여 낮은 값을 나타내었다. 열저항을 약 0.7~l.3 $^{\circ}C$/W 로 U형 그루브와 유사하였다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2006.06a
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• pp.249-250
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• 2006

Bi-2212/Ag ROSAT용 와이어의 제작은 PIT법으로 제작된 단일 필라멘트가 사용되었다. 제작된 필라멘트를 압연하여 너비 8.6mm, 두께 2.15mm의 압연 테입을 제조한 후 4개씩 적층하여 3 부분의 마름모로 만들어 다시 내경 17.2mm의 Ag튜브에 적층하여 ROSAT 와이어를 약 150 mm로 제작하였다. 제작된 ROSAT 와이어는 산소분위기에서 약 60시간 동안 열처리 되었다. 이때 열처리 온도와 최고점에서의 유지시간에 따른 Bi-2212/Ag ROSAT 와이어의 전기적 특성을 평가 하였다. 기존의 Bi-2212/Ag 와이어에 비해 압연, 적층, 인발하여 제작된 동일한 크기의 ROSAT 와이어가 향상된 전기적 특성을 나타내었다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.453-456
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• 2008

Fiber composite is high anticorrosive, high strength and low weight ratio of strength(1/4 of reinforcing bar) so that strengthens concrete structures without increase of additional weight. But fiber composite has a brittle character which increases to the maximum stress point lineally and is suddenly destroyed. Hybrid fiber composite is developed to overcome weakness of fiber composite. The hybrid fiber composite is manufactured by bar type and consists of 9:1 volume ratio(glass : carbon). In this study the result indicates that it is purposed to find out reinforcing characteristics of hybrid fiber composite fixed with impact anchor.

• Journal of the Korean Geosynthetics Society
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• v.9 no.4
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• pp.67-73
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• 2010

The most important thing in the design of the reinforced earth retaining wall is to obtain the good backfill materials. However there was a special case using soils mixed with the crushed stone, because the field ran short of good backfill soils. Accordingly in this study various kind of tests were performed according to the mixing content of a crushed stone, which are the gradation curve, the direct shear test and the pullout test. From the test results at first the gradation of soils mixed with crushed stone has been compared with the selecting standard as backfill of reinforced earth wall. And the gradation standard has been satisfied in case of mixing ratio 20% of a crushed stone under 19mm. Also the direct shear test and the pullout test have been performed and at the test results the shear strength parameter and the pullout strength parameter were increased with the increse of the mixing content of a crushed stone. It has been thought that this study will give important data to a designer in designing the reinforced earth wall with soils mixed with crush stones.

• Journal of the Korea Concrete Institute
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• v.25 no.2
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• pp.187-194
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• 2013

Fiber reinforced polymer (FRP) has been gathering interest from designers and engineers for its possible usage as a replacement reinforcement of a steel reinforcing bar due to its advantageous characteristics such as high tensile strength, non-corrosive material, etc. Since it is manufactured with various contents ratios, fiber types, and shapes without any general specification, test results for concrete members reinforced with these FRP reinforcing bars could not be systematically used. Moreover, since investigations for FRP reinforced members have mainly focused on short-term behavior, the purpose of this study is to evaluate long-term behaviors of glass FRP (GFRP) reinforcing bar and concrete beams reinforced with GFRP. In this paper, test results of tensile and bond performance of GFRP reinforcing bar and creep behavior are presented. In the creep tests, results showed that 100 years of service time can be secured when sustained load level is below 55% of tensile strength of GFRP reinforcing bar. A modification factor of 0.73 used to calculate long-term deflection of GFRP reinforced beams was acquired from the creep tests for GFRP reinforced concrete beams. It is expected that these test results would give more useful information for design of FRP reinforced members.

• Journal of the Korean GEO-environmental Society
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• v.13 no.8
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• pp.85-94
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• 2012

Evaluation of the smear effect caused by mandrel penetration into soft ground for a vertical drain installation is very important to predict the consolidation time of soft ground improvement. 30 kinds of laboratory model tests considering in situ conditions were conducted to investigate the formation of a smear zone and the decrease of coefficient of permeability in the disturbed zone. Three types(C(clay):M(silt)=1:1, 0.5:0.5, and 0:1) of reconstituted samples were used for 3 dimensional smear zone test. An experimental study was performed focusing on length of mandrel penetration, mandrel shape and size, earth pressure, and ground condition(unit weight and grain size distributions). Laboratory test results show that the length of mandrel penetration is the most critical factor for the formation of smear zone. As a result, the ratio between diameter of the smear zone($d_s$) and that of mandrel($d_m$) at field using long mandrel becomes larger than conventional $d_s/d_m$. The ratio between $d_s$ and $d_m$ ranges from 1.89 and 2.48 with the sample at C:M=1:0. It was also found that the $d_s/d_m$ value with the round shape of the mandrel is smaller than that of diamond one. The value of $d_s/d_m$ decreased with larger mandrel size, lower unit weight, and higher earth pressure. However, higher silt content led to increase of $d_s/d_m$. The ratio between coefficient of horizontal permeability in the smear zone($k_{hs}$) and that of undisturbed zone($k_{ho}$) ranged from 0.70 to 0.85. The test results imply that factors and values affecting $k_{hs}/k_{ho}$ show similar tendency with $d_s/d_m$.

• Korean Journal of Materials Research
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• v.11 no.4
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• pp.312-318
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• 2001

The mechanical and electrical properties of Cu-Nb filamentary nanocomposite fabricated by the bundling and drawing process were examined. The strength increased gradually with increasing Nb content while the ductility was insensitive to Nb content. The ratio of yield stresses at 293K and 75K are found to be 치ose to that of Young's moduli in various Cu-Nb nanocomposites, suggesting that athermal obstacles primarily control the strength. The fracture morphologies show ductile fractures irrespective of Nb contents. Secondary cracking along the interfaces between subelemental wires was occasionally observed and the frequency of secondary cracking increased with increasing Nb content. The conductivity and the resistivity ratio decreased with increasing Nb content. The decrease of the conductivity and the resistivity ratio(${\rho}_{293k}$/$\{rho}_{75k}$) can be explained by the increasing contribution of interface scattering.