• 보존과학회지
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• 제32권2호
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• pp.155-165
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• 2016

수침고목재인 목재유물의 보존처리에 가장 많이 사용되는 PEG 함침 후 진공동결건조 방법의 단점인 표면 결함에 대한 안정화처리를 위해 HPC를 도포하였다. HPC의 효과를 확인하기 위해서 외관 및 실체현미경 관찰, 색차, 중량변화율, 치수변화율을 측정하고, 통계분석을 실시하였다. 목재시료의 표면에 HPC가 얇은 층을 형성하였고, 가도관의 관공과 균열의 틈 사이를 메우고 있었다. HPC 1,000,000을 처리한 시료의 부후되지 않은 표면에서 나타난 백화현상을 제외하고 다른 변화는 나타나지 않았다. 열화시킨 시료는 수분 흡착에 의한 색변화가 나타났다. 시료 표면의 얇은 HPC 층은 열화 후에도 유지되고 있었으며, 수분 흡착에 의한 중량변화와 치수변화는 HPC에 의해 억제되는 것으로 나타났다.

• 한국도로학회논문집
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• 제18권1호
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• pp.85-90
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• 2016

PURPOSES : The objective of this paper is to understand the deterioration phenomenon and causes in the pavement of a ramp area. METHODS : Ramp areas need to be sloped because of the centrifugal force, which depends on the vehicle speed and grade of the ramp area. As a result, vertical and horizontal forces are applied on the pavement surface of the ramp area. Furthermore, the horizontal force depends on the vehicle speed and grade of the ramp area. In order to analyze the pavement structure of a ramp area, a multi-layered elastic analysis program was used to evaluate the weakest link of fatigue cracking deterioration, according to the simultaneously applied vertical and horizontal forces. RESULTS : From case studies related to the bonding conditions between the surface and base layer in a ramp area, it was found that the partially bonded cases resulted in a critical potential of fatigue cracking deterioration, in a comparison of 50%, 70%, and fully bonded cases. CONCLUSIONS : According to the results of the case studies, the pavement structure system should be reinforced by upgrading the material or increasing the thickness compared to the general pavement areas, in order to provide a performance life similar to the mainline pavements in the ramp areas.

• Journal of Electrochemical Science and Technology
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• 제13권2호
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• pp.208-212
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• 2022

In this paper, we report the effects of temperature on the deterioration of graphite-based negative electrodes during the longterm cycling of lithium-ion batteries (LIBs). After cycling 75 Ah pouch-type LIB full cells at temperatures of 45℃ (45-Cell) and 25℃ (25-Cell) until their end of life, we expected to observe changes in the negative electrode according to the temperature. The thickness of the negative electrode of the cell was greater after cycling; that of the electrode of 45-Cell (144 ㎛) was greater than that of the electrode of 25-Cell (109 ㎛). Cross-sectional scanning electron microscopy analysis confirmed that by-products caused this increase in the thickness of the negative electrode. The by-products that formed on the surface of the negative electrode during cycling increased the surface resistance and decreased the electrical conductivity. Voltage profiles showed that the negative electrode of 25-Cell exhibited an 84.7% retention of the initial capacity, whereas that of 45-Cell showed only a 70.3% retention. The results of this study are expected to be relevant to future analyses of the deterioration characteristics of the negative electrode and battery deterioration mechanisms, and are also expected to provide basic data for advanced battery design.

• 한국구조물진단유지관리공학회 논문집
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• 제5권1호
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• pp.131-140
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• 2001

In general, the deterioration induced by the freezing and thawing cyclic in concrete structures often leads to the reduction in concrete durability by the cracking or surface spalling. If it can prediction of concrete deterioration subjected to cyclic freezing and thawing, we can rationally do the design of mix proportion in view of concrete durability and the maintenance management of concrete structures. Therefore in this study a prediction method of deterioration for concrete structures subjected to the irregular freezing and thawing is proposed from the results of accelerated laboratory freezing and thawing test using the constant temperature condition and the in-situ weathering data. Furthermore, to accurately predict the concrete deterioration, a method of modification for the effect of hydration increasing during rapid freezing and thawing test is investigated.

• 한국도로학회논문집
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• 제19권2호
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• pp.7-15
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• 2017

PURPOSES : Infiltration of moisture, polluted material, and deicer into concrete, accompanied by freeze and thaw can cause significant deterioration of concrete pavement. In order to protect concrete from deterioration, it is necessary to prevent the infiltration of these concrete external materials. The moisture-repellent agent, which is a surface treatment and maintenance material added to concrete structures to render them water resistant, has advantages such as prevention of water infiltration and security against air permeation. Nano-coat, which is referred to as silicon hydride, is typically used as a moisture-repellent agent. Therefore, in this study, an attempt is made to use penetration-type Nano-coat as an alternative in order to evaluate its applicability through environmental resistance tests. METHODS : This study aimed to evaluate the applicability of penetration-type Nano-coat, which can provide water repellency to concrete, in concrete pavements, through various environmental resistance tests such as freezing and thawing resistance, chloride ion penetration resistance, and surface scaling resistance tests. The applicability of penetration-type Nano-coat was demonstrated based on the specification of KS F 2711, KS F 2456, and ASTM C 672. RESULTS :In the case of penetration-type Nano-coat applied on sound concrete, an increase in concrete durability was demonstrated by the negligible chloride ion penetrability and the absence of scaling, as revealed by visual observation of the surface, after 50 cycles of scaling resistance test. In addition, test result of the application of penetration-type Nano-coat on deteriorated concrete established that concrete surface pretreated by grinding provided improved durability than non-treated concrete. CONCLUSIONS :This study indicates that penetration-type Nano-coat is applicable as an effective alternative, to increase the durability of concrete structures. In addition, it was known that pretreatment of deteriorated concrete surface, such as grinding, is required to improve the long-term performance of concrete pavement.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.1408_1409
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• 2009

It's described the discharge characteristics and ICP-AES analysis of insulators by surface deterioration in this paper. For the assessment of insulators, there are applied the conductivity of dusts, contact angle measurement of the insulator surfaces and the ingredient analysis in each area. Through the analysis of pollutants attached to insulators inside the tunnel, the cleaning cycle is discussed. As the results, it would be expected to the electrical safety.

• Wind and Structures
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• 제23권1호
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• pp.19-43
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• 2016

In the present study, a new methodology is presented to study the ride comfort and bridge responses of a long-span bridge-traffic-wind coupled vibration system considering stochastic characteristics of traffic flow and bridge surface progressive deterioration. A three-dimensional vehicle model with 24 degrees-of-freedoms (DOFs) including a three-dimensional non-linear suspension seat model and the longitudinal vibration of the vehicle is firstly presented to study the ride comfort. An improved cellular automaton (CA) model considering the influence of the next-nearest neighbor vehicles and a progressive deterioration model for bridge surface roughness are firstly introduced. Based on the equivalent dynamic vehicle model approach, the bridge-traffic-wind coupled equations are established by combining the equations of motion of both the bridge and vehicles in traffic using the displacement relationship and interaction force relationship at the patch contact. The numerical simulations show that the proposed method can simulate rationally the ride comfort and bridge responses of the bridge-traffic-wind coupled system; and the vertical, lateral, and longitudinal vibrations of the driver seat model can affect significantly the driver's comfort, as expected.

• 한국구조물진단유지관리공학회 논문집
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• 제25권1호
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• pp.75-84
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• 2021

본 연구에서는 강교량용 일반중방식 도장계열의 신설 도장계 및 재도장계의 내구수명 예측과 도막 열화곡선을 검토하기 위하여 표면처리방법과 도장 종류를 변수로 총 12종류의 도장 시험편에 대하여 실내 부식촉진시험을 실시하였다. 표면처리는 신설(공장도장)과 재도장(현장도장)에 따라 수공구 (SSPC SP-2), 동력공구 (SP-3), 블라스트 처리(SP-10)를 적용하였다. 도장 시험편은 ISO 20340 부식환경 조건에서 실시하였으며, 각 도장계별 열화곡선은 초기결함으로부터 발생된 부풂 및 녹 면적을 기준으로 평가되었다. 또한 대기 부식성 범주와 강재 내구 성능평가 기준을 이용하여 신설 및 보수 도장계의 내구수명을 실험적으로 평가하였다. 그 결과 표면처리 방법에 따른 신설 도장계와 재도장계의 내구수명을 정량적으로 평가하였으며, 대기부식성 등급 C4에서 일반중방식 신설 도장계의 내구수명은 18 ~ 21년, 재도장계는 5.3 ~ 8.0년으로 추정된다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1267-1272
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• 2007

철도교량의 경우 교면방수 시공 후 방진매트, 궤도자갈 및 침목부설, 레일 설치 등의 후속공정이 뒤따르고, 시공 및 경제적인 여건으로 인해 위의 공정이 연속적으로 시행되지 못하고 일정 구간 단위로 후속공정이 이루어지는 특수성을 갖고 있다. 이로 인해 교면방수 시공 이후 표면의 노출이 장기화 되는 것이 불가피한 실정으로, 시간 경과에 따른 열화현상으로 인해 발수재의 분해 및 용출이 발생하여 방수시공 초기의 침투깊이를 유지하지 못하고 있는 경우가 많다. 이처럼, 철도교량이 갖고 있는 시공적인 특수성과 궤도자갈이 부설되지 않고 영구적으로 표면이 노출되는 부분을 고려한다면 표면의 장기적인 노출에도 방수성능이 저하되지 않는 내구성을 갖고 있는 방수공법을 선택하는 것이 무엇보다 중요하다고 할 수 있다. 본 연구의 목적은 장기간 표면노출에 따른 열화현상을 방지하는 열화억제형 방수공법(DRA방수공법)에 대하여 시험시공을 통한 객관적인 분석 결과를 도출하고, DRA 방수 공법의 KNOW-HOW를 습득하는 것으로, 이를 통하여 철도교량의 교면방수 열화현상으로 인해 발생하는 하자를 방지하여 잦은 보수와 보강으로 인한 경제적 손실을 최소화하고 현장에서의 시공관계자들이 방수공법을 선정하는데 따른 합리적인 판단 기준을 제공하는데 있다.

• 한국유체기계학회 논문집
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• 제10권3호
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• pp.9-16
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• 2007

Deterioration of surface of turbomachinery blades occurs in course of time due to many factors and hence reduces the performance of the machine. In this paper, the effects of surface roughness of transonic axial compressor blade on performance are studied considering a reference blade and a shape distorted (optimized) blade. Optimal blade is designed considering sweep and lean. Baldwin-Lomax turbulence model is used for flow field analysis and Cebeci-Smith roughness model is formulated for roughness modeling. It is found that, as the surface roughness increases, adiabatic efficiency, total temperature ratio and total pressure ratio decrease while Mach number increases. Performance deterioration is more severe in case of distorted blade as compared to reference blade.