• 공업화학
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• 제18권5호
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• pp.407-414
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• 2007

Moldflow사의 CAE 해석 프로그램인 MPI (Moldflow Plastics Insight)를 이용하여 PP(polypropylene)에 talc 20%가 들어간 수지를 사용한 자동차 공기 청정기 상부 덮개의 최적 공정을 찾았다. 핀 게이트가 하나인 기존 시스템을 CASE-1, 두 개로 새로운 공정을 CASE-2로 디자인하여 두 공정에 대한 유동 발란스 등을 비교하였다. CASE-2는 충진 시간이 더 짧아 생산성과 공정성의 향상이, 유동성과 부피수축율이 하부 덮개와 유사하게 나타나 조립성과 조립 후의 변형 및 물성발현이 향상되었다. 또한 전단속도와 전단응력의 해석결과, CASE-1의 문제점은 잔류 응력에 의한 것보다는 상 하부 덮개의 크기 차이에 의한 것으로 판단되며, 결국 수지의 배향 문제는 게이트 구조를 최적화 함으로써 파손 문제를 해결할 수 있을 것이라 예상된다.

• 열처리공학회지
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• 제9권1호
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• pp.69-77
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• 1996

The fatigue crack initiation behavior of plasma ion nitrided SACM645 steel was investigated through the rotary bending fatigue test and residual stress measurement by XRD. It was shown by XRD and EPMA that the plasma ion nitrided surface was composed of ${\gamma}^{\prime}(Fe_4N)$phase and ${\varepsilon}(Fe_{2-3}N)$phase, and that the nitrogen atoms existed in Fe matrix in diffusion layer. The OM, SEM and Auger spectroscopy showed that the depth of compound layer, mixed compound and diffusion layer, and diffusion layer was $8{\mu}m$, $30{\mu}m$ and $300{\mu}m$, respectively. However, the microhardness test showed that the depth of hardened layer was $500{\mu}m$. The tensile strength of the ion nitrided SACM645 was lower than that of the unnitrided SACM645, and the ion nitrided specimen was fractured without plastic deformation. The nitrided SACM645 showed much poorer low cycle fatigue properties than the unnitrided one. In rotary bending fatigue, the fatigue strength of the ion nitrided SACM645 was higher than that of the unnitrided specimen, and the fatigue crack initiation sites changed by applied fatigue stress levels. The XRD result showed that the ion nitrided SACM645 has the compressive residual stress from surface to $600{\mu}m$ deep and the tensile residual stress from $600{\mu}m$ to deeper site. It is thought that crack initiation takes place at the point where the total stress of residual stress and applied stress is maximum.

• 한국철도학회논문집
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• 제11권3호
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• pp.334-341
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• 2008

자갈궤도는 압축성 재료인 자갈과 흙을 기초로 하여 건설되므로 공용 기간 중 승차감을 확보하고 수명연장을 위해서는 유지보수작업이 필수적이다. 현재 수행되고 있는 자갈궤도에 대한 유지보수 작업은 EM120 검측차를 이용한 궤도틀림 측정 결과로부터 결정된다. 궤도틀림은 궤도에 변형이 발생된 결과를 측정하는 것으로, 궤도틀림을 유발시키는 근본적인 원인을 평가해 볼 필요가 있다. 본 연구에서는 궤도틀림의 원인이 궤도를 지지하는 도상과 노반에 있다고 판단하고, 도상 및 노반의 싱태를 평가할 수 있는 비파괴탐사법 (GPR4과 PFWD)을 개발하고 이를 경부선 500m구간에 적용하였다. 개발 작용된 방법은 층 두께 평가법과 궤도수직강성 평가법 및 도상 노반 시추법이다. 도상 및 노반 상태평가 결과를 기 수행된 궤도틀림 검측결과 및 유지보수작업과 비교함으로서 불필요한 유지보수작업 구간을 평가하였다.

• 한국농공학회지
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• 제33권2호
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• pp.112-119
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• 1991

Some experiments were carried out to investigate the effects of freezing and thawing on the strength and strain characteristics of alluvial silty clay under the different temperatures, loading and moisture conditions. The results were as follows; 1. The soil used was proved to be consisted of silty clay with honey-combed structure, and showed higher dilatancy, frost activity and lower stability in natural state. 2. Soil treated with freezing and thawing cycles showed lower compressive strength compared with the non treated, The strength decreased with incement of freezing and thawing cycles. It's shapes of stress-strain curves were flat and did not formulate a peak while the peak strength of higher moisture content soil decreased with the increment of moisture content. It's decrement ratio was most distinctly shown at the first one cycle of freezing and thawing. 3. The cohesion decreased due to freezing and thawing cycles but internal frcition angle was not changed. 4. The liquid limit decreased with increment of freezing and thawing cycles, and became almost constant after three cycles of freezing and thawing. 5. The strength under simple loading at failure mode was appeared to be higher compared with the cyclic loading after freezing and thawing but initial moisture content effect was not observed. 6. Ice lense was not observed within 50% of ice content ratio but observed over 100%. The higher the ice content ratio, the higher the peak strength. As a matter of fact, it seems that an optimum ice content ratio exists for plastic mode and the least compressive strength.

• Steel and Composite Structures
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• 제28권1호
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• pp.39-49
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• 2018

The concrete bridge decks are usually precast and in-situ assembled with steel girders with post-pouring joint in the construction practice of super-wide steel-concrete composite beam. But the difference of concrete age between the precast slabs and the post-pouring joint has been not yet considered for the long-term performance analysis of this kind composite beam. A simply supported precast-assembled T-shaped beam was taken as an example to analyze the long-term performance of steel-concrete composite beam with post-pouring joint. Based on the deformation coordination conditions of the old-new concrete deck and steel girder, a theoretical model for the long-term behavior of precast-assembled composite beam is proposed in this paper according to age-adjusted effective modulus method. Then, the feasibility of the proposed model is verified by the available test data from the Gilbert's composite beams. Parametric studies were preformed to evaluate the influences of the cross-sectional area ratio of the post-pouring joint to the whole bridge deck, as well as the difference of concrete age between the precast slabs and the post-pouring joint, on the long-term performance of the composite beam. The results indicate that the traditional method without considering the age difference would seriously underestimate the effect of creep and shrinkage of concrete bridge decks. The concrete age difference between the precast slabs and the post-pouring joint should be demonstrated for the life cycle design and long-term performance analysis of precast-assembled steel-concrete composite beams.

• 한국지반공학회논문집
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• 제29권12호
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• pp.25-34
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• 2013

본 논문에서는 계절적 환경변화로 인한 습윤-건조 반복과정에 노출되는 옹벽구조물의 거동에 관한 축소 모형실험 연구 내용을 다루었다. 이를 위해 먼저 습윤-건조 과정을 모사할 수 있는 모형 옹벽 실험 장치를 구축하고 강우강도 및 뒤채움흙의 종류 등을 매개변수로하여 다양한 조건에 대한 실험을 수행하였다. 그 결과 강우로 인한 습윤-건조 반복 과정은 옹벽의 변위를 증가시키고 토압을 증가시키는 등 거동 측면에서 불안정성을 야기시킬 수 있는 인자로 검토되었다. 한편, 전반적으로 첫 번째 습윤-건조 사이클에서 변위가 가장 크게 발생하고 그 이후 습윤 사이클에서의 변위 증가량은 사이클이 진행되면서 감소되는 것으로 관찰되었다. 아울러 이러한 습윤-건조 반복과정의 영향은 뒤채움흙의 종류에 따라 그 정도가 차이나는 것으로 나타났으며 세립분 함유량이 클수록 습윤-건조 반복작용의 영향이 큰 것으로 검토되었다.

• Earthquakes and Structures
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• 제17권2호
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• pp.233-244
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• 2019

In this work, we have studied the effects of different soil thicknesses, haunch heights, reinforcement forms and construction technologies on the seismic performance of a composite precast fabricated utility tunnel by pseudo-static tests. Five concrete specimens were designed and fabricated for low-cycle reciprocating load tests. The hysteretic behavior of composite precast fabricated utility tunnel under simulated seismic waves and the strain law of steel bars were analyzed. Test results showed that composite precast fabricated utility tunnel met the requirements of current codes and had good anti-seismic performance. The use of a closed integral arrangement of steel bars inside utility tunnel structure as well as diagonal reinforcement bars at its haunches improved the integrity of the whole structure and increased the bearing capacity of the structure by about 1.5%. Increasing the thickness of covering soil within a certain range was beneficial to the earthquake resistance of the structure, and the energy consumption was increased by 10%. Increasing haunch height within a certain range increased the bearing capacity of the structure by up to about 19% and energy consumption by up to 30%. The specimen with the lowest haunch height showed strong structural deformation with ductility coefficient of 4.93. It was found that the interfaces of haunches, post-casting self-compacting concrete, and prefabricated parts were the weak points of utility tunnel structures. Combining the failure phenomena of test structures with their related codes, we proposed improvement measures for construction technology, which could provide a reference for the construction and design of practical projects.

• 소성∙가공
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• 제28권2호
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• pp.63-70
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• 2019

This study investigates the effects of multi-axial diagonal forging (MADF) processing number on the microstructures of AA1100 fabricated using MADF processes. The cast AA1100 was annealed at $400^{\circ}C$ for 3hrs in $N_2$ atmosphere and cut into $25mm^3$ cubes for the MADF processes. The MADF process consist of plane forging with a thickness reduction of 30% and a diagonal forging with a diagonal forging angle of 135 degrees. In order to analyze the microstructural variations based on the number of repetitions, 1, 2, 3 and 4 cycles of the MADF process were performed. AA1100 specimens were successfully deformed without cracking of the surface for up to 4 cycles of MADF. The grain size, average misorientation and average grain orientation spread (GOS) of MADF processed materials were analyzed using EBSD technique. The results showed that MADF process effectively refined the microstructure of AA1100 with an initial average grain size of $337.4{\mu}m$. The average grain sizes of specimens which were MADF processed for 2, 3, 4 cycles were refined to be $1.9{\mu}m$, $1.6{\mu}m$, $1.4{\mu}m$, respectively. The grain refinement appeared saturated when AA1100 got MADF processed over 2 cycles. When the specimen was subjected to two or more cycles of MADF, the degree of decrease in the average grain size drastically decreased with an increase in the number of cycle due to the softening phenomena such as dynamic recovery or dynamic recrystallization during processing.

• 한국표면공학회지
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• 제54권2호
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• pp.53-61
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• 2021

The properties of tetrahedral amorphous Carbon (ta-C) film can be determined by multiple parameters and comprehensive effects of those parameters during a deposition process with filtered cathodic vacuum arc (FCVA). In this study, Taguchi method was adopted to design the optimized FCVA deposition process of ta-C for improving deposition efficiency and mechanical properties of the deposited ta-C thin film. The influence and contribution of variables, such as arc current, substrate bias voltage, frequency, and duty cycle, on the properties of ta-C were investigated in terms of deposition efficiency and mechanical properties. It was revealed that the deposition rate was linearly increased following the increasing arc current (around 10 nm/min @ 60 A and 17 nm/min @ 100A). The hardness and I_D/I_G showed a correlation with substrate bias voltage (over 30 GPa @ 50 V and under 30 GPa @ 250 V). The scratch tests were conducted to specify the effect of each parameter on the resistance to plastic deformation of films. The analysis on variances showed that the arc current and substrate bias voltage were the most effective controlling parameters influencing properties of ta-C films. The optimized parameters were extracted for the target applications in various industrial fields.

• 예술경영연구
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• 제56호
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• pp.349-380
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• 2020

이 논문은 우리나라 '건축물 미술작품' 제도가 공공미술 개념의 변화에 부합하는 방향으로 가고 있는지를 각각 제도 개선 3년과 1년을 맞은 서울시와 경기도의 두 사례를 통해 살펴보고 보완점을 제안하는 데 목적을 두었다. 이를 위해 두 지자체의 제도 개선 내용을 살펴본 뒤, 개선의 효과를 진단하기 위해서 제도 개선 전후의 전반적인 심의 승인율 추이, 상위 수주 작가들의 승인율 추이, 1개 작품 승인받은 작가의 비중 추이, 미술작품 장르별 비중 추이 등 4가지 분야 통계치를 산출하였다. 각각의 지표를 통해 작품 수준의 향상, 특정 작가의 독과점 해소, 신규 작가의 참여 기회 확대, 장르의 다양화 여부를 진단하였다. 그 결과 작품 수준이 좋아지고, 독과점은 해소되고, 신규 작가의 참여도 진전된 것으로 나타났다. 그러나 여전히 조각의 비중이 압도적으로 높게 나타나는 등 제도 개선이 변화되는 공공 미술의 흐름을 반영하지 못하는 것으로 분석되었다. 공공미술은 '장식적인 미술'에서 벗어나 주변 건축이나 풍광과 조화를 이루는 '장소 특정적 (site-specific) 미술', 주민이 참여하는 '새로운 장르 공공미술'로 점차 변하고 있다. 이런 방향으로 가기 위해서는 적정 물량이 유지될 수 있도록 기금 출연 유도, 생애 주기(life span) 도입을 통해 작품의 철거 및 변형 보장, 작품 설치 후 작가의 보증기간 도입, 관리 부실 시 처벌 조항 명문화, 심의위원회의 작품 설치 장소 선정 권한 강화 등 제도적인 보완이 추가되어야 한다.