• Title/Summary/Keyword: 강도 열화

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Study on Aging Characteristics Depending on the Utilized Mordants of Dyed Restoration Paper for Paper Conservation (지류보존처리를 위한 염색보수지의 매염제에 따른 열화특성 연구)

  • Jee, Joo-Yeon;Wi, Koang-Chul
    • Journal of Conservation Science
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    • v.29 no.1
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    • pp.47-54
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    • 2013
  • The following study tests for the effects of mordants on the production of restoration papers during the conservation process of damaged paper artifacts. For this, four different types of synthetic mordants that are being marketed currently ($K_2CO_3$, $AlK(SO_4)_2{\cdot}12H_2O$, $Cu_2SO_4{\cdot}5H_2O$, $FeSO_4$) were selected to produce samples for measuring variable properties through artificial degradation. The research conducts tests for changes in color, tensile index, and pH level (degree of acidity). The results for changes in color have shown that the value of ${\Delta}E^*ab$ of $K_2CO_3$ mordant sample was the highest, and the tests for tensile index have shown that the strength of dyeing sample was decreased in accordance with the aging time, but Changes according to the mordant was not evident. Finally, the findings for pH level have shown that samples with $Cu_2SO_4{\cdot}5H_2O$ and $FeSO_4$ have pH levels drop below 6. As a result, the research have concluded that mordants used for dyeing restoration paper were identified to have an affect in the dyeing and aging characteristics of the paper.

Aging Deterioration for Electric Power Transmission Tower on Offshore Through Periodic Inspections (해상송전철탑 구조물의 주기점검을 통한 경년열화 변화특성)

  • Lee, Ho Beom;Jang, Il Young
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.4
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    • pp.25-33
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    • 2012
  • In electric power transmission tower structures on offshore, implementation of life management using the event data of regular safety inspections for structural and material damages is strongly recommended. In this study, six tower structures in Sihwa Lake around Yeoungheung island were target bodies for the safety inspections. safety inspections for deterioration about each of six towers were performed about three items for steel member, five items for concrete foundation, and four items for steel-pipe pile in seawater and seawater itself. Safety inspections for steel members included the visual observations of surface appearances, the measurements of member thicknesses, and the checks of painting states. Also safety inspections for concrete foundations comprised the estimation of crack features, the evaluation of non-destructive compression strengths, and the measurements of neutralization depths and chlorides contents. For steel-pipe piles in seawater the inspections comprised the surveys of corrosion states in accordance with potential levels tests and anode tests, the analyses of photos taken on surfaces of the piles as well as the evaluation of seawater quality. A set of deterioration inspections was performed at the same positions around october of each year for three consecutive years. As a result in this study, Newly developed deterioration indexes have been applied profitably to maintain structural safety for electric power transmission towers by utilizing these event data systematically.

Species Identification and Weathering of Wooden Striker on the Divine Bell of King Songdok (성덕대왕신종(聖德大王神鍾) 당목(撞木)의 수종(樹種)과 열화(劣化))

  • Kang, Aekyung
    • Conservation Science in Museum
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    • v.4
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    • pp.71-78
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    • 2003
  • The wooden striker on the Divine Bell of King Seongdeok was examined to identify the species of the wood and the outdoor wood weathering caused by solar light, moisture, temperature and air. The species of the wooden striker was identified to Zelkova serrata. When observed the striker with naked eyes, the results were surface discoloration (graying), cracking and roughness. In order to examine the morphological changes according to deterioration type, the specimen were separated to three part(I, II,III-spot). The I-spot was discolored to gray and at the same time entirely covered with dust. So the observation was impossible. The II-spot was also discolored but its texture could be observed. On it could observe numerous fungal hypae and dirts like dust flown into the cell lumens. The cell wall has been so weakened by weathering that it lost the physical intensity. This have made microchecks and splits on the cell wall. Although fungal hypae covered the cell, they did not result in wood decay. The III-spot, located just 0.5 mm below the surface, was maintaining the natural red-brown color of the wood. Its cell wall was similar to that of sound wood. These changes are different from wood decay, and limited only to the surface of the striker-less than or equal to 0.5 mm below.

Evaluation of Effectiveness of Concrete Coated with Bacterial Glycocalix under Simulated Sewage Environments (유사 하수환경에서 글라이코 캘릭스 코팅 콘크리트의 효율성 평가)

  • Yoon, Hyun-Sub;Yang, Keun-Hyeok
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.1
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    • pp.97-104
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    • 2020
  • The present study conducted mock-up tests under the simulated sewage environments to examine the practical significance and limitation of coating materials that were previously developed on the basis of the bacterial glycocalix as a protection of concrete structures exposed to microbiological and sulphate attacks. The variations of the compressive strength and mass of the concrete due to the sulphate attack were measured using cylinder specimens. The bacteria growth and glycocalix formulation were calculated from the samples extracted from the sewage pipes. The next generation sequencing analysis was also conducted for environmental damage assessment due to the use of Rhodobacter capsulatus in the simulated sewage environments. The mock-up tests revealed that the developed coating materials have a good potential in resisting the sulphate attack, indicating no reduction on compressive strength and mass of the coated concrete under the sewage environment. At the age of 91 days, the concentrations of viable bacteria and glycocalix measured from the hardened coating materials were 1.4×104cell/mL and 67.5mg/㎤, respectively. Moreover, harmful strains were not observed in the sewage water including glycocalix-coated concrete pipes. This implies that Rhodobacter capsulatus used in the coating materials does not influence negatively the microorganism cluster in the sewage environments.

Nondestructive Evaluation of Remanent Life of Turbine Rotor Steel by Measuring Reversible Magnetic Permeability (가역투자율 측정에 의한 터빈로터강의 비파괴적 잔여수명 평가)

  • Ryu, Kwon-Sang;Nahm, Seung-Hoon;Kim, Yong-Il
    • Journal of the Korean Society for Nondestructive Testing
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    • v.23 no.4
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    • pp.315-321
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    • 2003
  • The integrity of the turbine rotors can be assessed by measuring the material properties at service temperature. In order to evaluate the remanent life of turbine rotor steel nondestructively, a measurement system of reversible magnetic permeability using an alternating perturbing magnetic field was constructed. We present a new non-destructive method to evaluate the remanent life of 1Cr-1Mo-0.25V steel using the value of reversible magnetic permeability. This method is based on the existence of reversible magnetic permeability in the differential magnetization around the coercive field strength. We measured the first harmonics voltage induced in a coil using a lock-in amplifier tuned to an exciting frequency. The Results of reversible magnetic Permeability and Wickers hardness on the aged samples show that the peak interval of reversible magnetic permeability (PIRMP) and Vickers hardness decreases as aging time increases. A softening curve is obtained from the correlation between Vickers hardness and the PIRMP. This curve can be used as a non-destructive method to evaluate the remanent life of turbine rotor steel.

A Study on Temperature Characteristics of Various Depth using Infrared Thermography (적외선 열화상기법을 이용한 균열 깊이에 따른 온도특성에 관한 연구)

  • Jung, Ju-Yeong;Yoon, Hyuk-Jin;Cho, Hyun-Woo;Yang, Hui-Seung
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.3
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    • pp.83-89
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    • 2018
  • The thermal characteristics of concrete specimens were analyzed using cement paste specimens with artificial cracks. In order to understand the temperature characteristics of the specimen depending on the crack depth, the specimen was heated and the minimum temperatures of the specimens at which cracks appear were investigated according to the crack depth. It was confirmed that the surface temperature distribution of the specimen varies depending on whether the specimen is cracked or not, because of the single and multiple reflections of the incident energy. Furthermore, as the temperature distribution of the specimen reaches a steady state, the temperature data tends to decrease with the crack depth. Through the observation of the normalized temperatures, it was found that the temperature of the specimens obtained from this experiment reached a steady state after 10 minutes. At this time, the standard deviation of the normalized temperature is around 0.01 or less, and the temperature decreases linearly with increasing crack depth. This result is considered to be closely related to the area where multiple reflections occur in the cracked region. If the correlation between the crack region and the incident energy is analyzed for various specimens, it can be applied to the diffuse reflection of the light.

Study on the Physical Properties and Characteristics of Adhesives for Woodcraft (목공예용 천연 및 합성 접착제의 특성 연구)

  • Kim, Seong Eun;Lee, Jin Kyung;Lee, Chae Hoon;Chung, Yong Jae
    • Journal of Conservation Science
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    • v.35 no.6
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    • pp.681-688
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    • 2019
  • In this study, the characteristics of natural and synthetic adhesives used in woodcraft were evaluated. The pattern of deterioration of wood and adhesives according to changes in temperature and humidity were compared. For materials, one type of anlmal glue, three kinds of polyvinyl acetate adhesives, one type of epoxy adhesive and one type of zelkova wood were selected. Characteristics of physical and chemical characteristics, weather resistance and drying speed assessment were carried out. The adhesion characteristic evaluation showed that the adhesion strength of anlmal glue and one type of polyvinyl acetate adhesive were 6.54 N/㎟ and 7.01 N/㎟, pH meter of anlmal glue and polyvinyl acetate adhesives was pH 7.03 and pH 3.32-3.59 which were range of available as an adhesive. According to the test results of weather resistance, epoxy adhesives had the highest decreasing value in adhesion strength after deterioration. In the reversible test of the adhesive, it was found to be highly reversible in NaOH, a soluble solvent excluding epoxy, but attention is required when using the wood since it may show discoloration during processing.

LPCVD로 성장된 텅스텐 게이트의 물리.전기적 특성 분석

  • 노관종;윤선필;황성민;노용한
    • Proceedings of the Korean Vacuum Society Conference
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    • 1999.07a
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    • pp.151-151
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    • 1999
  • 금속-산화막-반도체(MOS) 소자를 이용하는 집적회로의 발전은 게이트 금속의 규격 감소를 필요로 한다. 규격감소에 따른 저항 증가가 중요한 문제점으로 대두되었으며, 그동안 여러 연구자들에 의하여 금속 게이트에 관련된 연구가 진행되어 왔다. 특히 저항이 낮으며 녹는점이 매우 높은 내화성금속(refractory metal)인 텅스텐(tungsten, W)이 차세대 MOS 소자의 유력한 대체 게이트 금속으로 제안되었다. 텅스텐은 스퍼터링(sputtering)과 화학기상 증착(CVD) 방식을 이용하여 성장시킬 수 있다. 스퍼터링에 의한 텅스텐 증착은 산화막과의 접착성은 우수한 반면에 증착과정 동안에 게이트 산화막(SiO2)에 손상을 주어 게이트 산화막의 특성을 열화시킬 수 있다. 반면, 화학기상 증차에 의한 텅스텐 성장은 스퍼터링보다 증착막의 저항이 상대적으로 낮으나 산화막과의 접착성이 좋지 않은 문제를 해결하여야 한다. 본 연구에서는 감압 화학기상 증착(LPCVD)방식을 이용하여 텅스텐 게이트 금속을 100~150$\AA$ 두께의 게이트 산화막(SiO2 또는 N2O 질화막)위에 증착하여 물리 및 전기적 특성을 분석하였다. 물리적 분석을 위하여 XRD, SEM 및 저항등이 증착 조건에 따라서 측정되었으며, 텅스텐 게이트로 구성된 MOS 캐패시터를 제작하여 절연 파괴 강도, 전하 포획 메커니즘 등과 같은 전기적 특성 분석을 실시하였다. 특히 텅스텐의 접착성을 증착조건의 변화에 따라서 분석하였다. 텅스텐 박막의 SiO2와의 접착성은 스카치 테이프 테스트를 실시하여 조사되었고, 증착시의 기판의 온도에 민감하게 반응하는 것을 알 수 있었다. 또한, 40$0^{\circ}C$ 이상에서 안정한 것을 볼 수 있었다. 텅스텐 박막은 $\alpha$$\beta$-W 구조를 가질 수 있으나 본 연구에서 성장된 텅스텐은 $\alpha$-W 구조를 가지는 것을 XRD 측정으로 확인하였다. 성장된 텅스텐 박막의 저항은 구조에 따라서 변화되는 것으로 알려져 있다. 증착조건에 따른 저항의 변화는 SiH4 대 WF6의 가스비, 증착온도에 따라서 변화하였다. 특히 온도가 40$0^{\circ}C$ 이상, SiH4/WF6의 비가 0.2일 경우 텅스텐을 증착시킨 후에 열처리를 거치지 않은 경우에도 기존에 발표된 저항률인 10$\mu$$\Omega$.cm 대의 값을 얻을 수 있었다. 본 연구를 통하여 산화막과의 접착성 문제를 해결하고 낮은 저항을 얻을 수 있었으나, 텅스텐 박막의 성장과정에 의한 게이트 산화막의 열화는 심각학 문제를 야기하였다. 즉, LPCVD 과정에서 발생한 불소 또는 불소 화합물이 게이트의 산화막에 결함을 발생시킴을 확인하였다. 향후, 불소에 의한 게이트 산화막의 열화를 최소화시킬 수 있는 공정 조건의 최저고하 또는 대체게이트 산화막이 적용될 경우, 개발된 연구 결과를 산업체로 이전할 수 있는 가능성이 높을 것을 기대된다.

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Quantitative Deterioration and Maintenance Profiles of Typical Steel Bridges based on Response Surface Method (응답면 기법을 이용한 강교의 열화 및 보수보강 정량화 이력 모델)

  • Park, Seung-Hyun;Park, Kyung Hoon;Kim, Hee Joong;Kong, Jung-Sik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.6A
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    • pp.765-778
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    • 2008
  • Performance Profiles are essential to predict the performance variation over time for the bridge management system (BMS) based on risk management. In general, condition profiles based on experts opinion and/or visual inspection records have been used widely because obtaining profiles based on real performance is not easy. However, those condition profiles usually don't give a good consistency to the safety of bridges, causing practical problems for the effective bridge management. The accuracy of performance evaluation is directly related to the accuracy of BMS. The reliability of the evaluation is important to produce the optimal solution for distributing maintenance budget reasonably. However, conventional methods of bridge assessment are not suitable for a more sophisticated decision making procedure. In this study, a method to compute quantitative performance profiles has been proposed to overcome the limitations of those conventional models. In Bridge Management Systems, the main role of performance profiles is to compute and predict the performance of bridges subject to lifetime activities with uncertainty. Therefore, the computation time for obtaining an optimal maintenance scenario is closely related to the efficiency of the performance profile. In this study, the Response Surface Method (RSM) based on independent and important design variables is developed for the rapid computation. Steel box bridges have been investigated because the number of independent design variables can be reduced significantly due to the high dependency between design variables.

Strength Properties of Old Korean Larch Pile (고(古)부재 잎갈나무 말뚝의 재질 특성)

  • Hwang, Kweonhwan;Park, Byung-Su
    • Journal of the Korean Wood Science and Technology
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    • v.35 no.6
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    • pp.23-30
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    • 2007
  • Round piles of Korean larch were excavated from the foundation of ex-Chosunchongdokbu (ex-Chosun Governer-General Building), which was constructed in 1916 and dismantled later in 1996. By the record (Huh, 1996), the Korean larch logs were logged from the Yalu river area near Mt. Baekdu in North Korea. At present, however, Korean larch is not so popular in South Korea. The latewood ratio profiles and strength properties (longitudinal compression, shear, longitudinal tensile, and bending) were obtained. The ratio of latewood from pith to bark increased up to 25 years, and then it showed constant tendency at 40% with some variances. From the microscopic observation, however, the latewood ratio decreased from the heartwood to the sapwood. Compression strength was greater and bending strength was a little lower than the previous reports (references 13~15), which might be attributed to the strength reduction of old structural members by aging or damage in the compression specimens than the bending ones. The flat-grained specimens for the shear and tension test showed higher coefficient of variation (COV) than the edge-grained ones. For the better comparison of results, in case of shear and tensile strength tests, the strength values of the edge-grained specimens were thought to be adopted rather than those of flat-grained ones.