• 제목/요약/키워드: Evaluation Impact Damage

검색결과 242건 처리시간 0.03초

종이의 보존을 위한 이산화황 가스(SO2)의 영향 평가 (Evaluation of the Effects of Sulfur Dioxide(SO2) on Conservation of Paper)

  • 임보아;김명남;이선명
    • 펄프종이기술
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    • 제44권6호
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    • pp.15-20
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    • 2012
  • The effects of sulfur dioxide on paper were investigated since these sulfur compounds could cause damages on cellulose and organic materials in papers. For the reason, exposure ageing tests were performed on traditional Korean paper (Hanji) and two different types of modern paper (acid-free and acid paper) to determine the damage with regard to the optical as well as physicochemical properties according to the varying $SO_2$ concentration. As a result, optical properties were not changed while physical and chemical peoperties were remarkably changed with the exposure period. In the case of pH, $SO_2$ had little impact on the pH of the Hanji and acid-free paper while the pH of acid paper was remarkably decreased. The decrease of the folding endurance of the Hanji was relatively smaller than those of the acid-free and acid paper. The results prove Hanji was more resistant to $SO_2$ than the modern paper in terms of optical, physical and chemical properties. In addition, it was also suggested that $SO_2$ concentration should be kept below 0.01 ppm for the preservation of paper objects.

침식 해석을 이용한 월 블로워 노즐의 성능 예측 (Performance Evaluation of Wall Blower Nozzle using Erosion Analysis)

  • 백재호;장일광;장용훈
    • Tribology and Lubricants
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    • 제34권5호
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    • pp.175-182
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    • 2018
  • Accumulation of coal ash at the boiler wall reduces combustion and fuel efficiency. The design of a wall blower is important to effectively remove coal ash. We present numerical results for the removal of coal ash from boiler walls of domestic coal-fired power plants, associated with the computational fluid dynamics for the flow from spray nozzle to boiler wall. The numerical model simulates an erosion process in which the multiphase fluid comprising saturated vapor and fluid water is sprayed from the nozzle, and the water particles impact the boiler wall. We adopt the Finnie erosion model for water particles. We obtain the erosion rate density as a function of nozzle angle and its injection angle. As excessive coal ash removal usually induces damage to the boiler wall, the removal operation typically focuses on a large area with uniform depth rather than the maximum removal of coal ash at a specific location. In order to estimate the removal performance of the wall blower nozzle considering several functionality and reliability factors, we evaluate the optimal injection and nozzle angles with respect to the biggest cumulative and highest erosion rates, as well as the widest range and lowest standard deviation of the erosion rate distribution.

EVALUATION OF A PENETRATION-REINFORCING AGENT TO PREVENT THE AGING OF CONCRETE

  • Cho, Myung-Sug;Noh, Jea-Myoung;Song, Young-Chul
    • Nuclear Engineering and Technology
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    • 제41권8호
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    • pp.1127-1134
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    • 2009
  • Concrete has three major properties after a penetration-reinforcing agent is applied on its surface. First, the durability is improved by the sol-gel process of synthesized material from the polycondensation of TEOS (tetra-ethoxyorthosilicate) and acrylate monomer. Second, the capability to absorb impact energy is reinforced through the formation of a soft and flexible layer of organic monomers by Tea (Tetra Ethyl Amin). Third, the capability to prevent deterioration is enhanced by adding isobutyl-orthosilicate and alcohol. The performance and application of an agent developed through the synthesis of organic and inorganic material in an effort to prevent concrete from deterioration and improve the durability of concrete structures were verified in diverse experiments. The results of these experiments showed that the application of the proposed penetration-reinforcing agent has the effect of increasing the compressive strength by filling up the internal pores of concrete with physically and chemically stable compounds after penetrating the concrete. It also improves the durability against the deterioration factors such as salt water damage, carbonation, freezing and thawing, and compound deterioration. Therefore, it is confirmed that the penetration-reinforcing agent is a useful substance for the management and repair of concrete structures.

임상가를 위한 특집 1 - 소아청소년의 외상성 치아손상 (Traumatic Injuries to the teeth in children and adolescent)

  • 박재홍
    • 대한치과의사협회지
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    • 제51권8호
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    • pp.442-450
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    • 2013
  • It is well known that the majority of dental injuries occur in children and adolescent. An injury to the teeth can have serious and long-term consequences, leading to their discoloration, malformation, or possible loss. The emotional impact of such an injury can be far reaching. The majority of dental injuries in the primary and permanent dentitions involve the anterior teeth, especially the maxillary central incisors. Concussion, subluxation, and luxation are the commonest injuries in the primary dentition, while uncomplicated crown fractures are commonest in the permanent dentition. If it is decided to preserve a traumatized primary tooth, it should be carefully observed for clinical and radiographic signs of pulpal or periodontal complications. Radiographs are also examined closely to disclose any damage to the permanent successor. The intervals between reexaminations should be individualized depending on the severity of trauma, the expected type of complications and the age of the patient. Most complications are observed within the first year of the trauma. However, the follow-up evaluation of permanent teeth should continue until treatment of all complications is completed, or until a lost or extracted permanent tooth has been adequately replaced. It is important that the dentist and the other members of the dental team are well prepared to meet the many complex and challenging problems in the care of dental emergencies.

Vulnerability assessment of upland public groundwater wells against climate change

  • Shin, Hyung Jin;Lee, Jae Young;Jo, Sung Mun;Cha, Sang Sun;Park, Chan Gi
    • 농업과학연구
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    • 제47권3호
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    • pp.577-596
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    • 2020
  • Drought is a natural disaster that directly affects agriculture, which has a great impact on the global agricultural production system and yield. The lack of water storage in most parts of the country due to the lack of precipitation has caused a great increase in social interest in drought due to the dryness of rice fields and crops. As the drought period increases and the drought intensity becomes stronger, it is believed that drought damage to crops will continue; thus, it is necessary to understand the vulnerability to irrigation performance and the ability of irrigation facilities. Therefore, this study conducted a vulnerability assessment of irrigation facilities (public Groundwater well) in cities across the country. The survey was conducted using statistical data from 2007 to 2016, and the vulnerability score was calculated according to the vulnerability evaluation procedure for drought in the irrigation facilities (public groundwater wells). Among 157 regions, 136 areas were very vulnerable; 14 areas were vulnerable; 3 areas were normal; 4 areas were good, and 0 areas were excellent. The vulnerability assessment can be used as basic data for the development or maintenance of field irrigation facilities in the future by understanding the vulnerability of irrigation facilities.

전산해석을 이용한 부분 보강된 CFT 기둥의 폭발저항성능 평가 (An Evaluation of Blast Resistance of Partially Reinforced CFT Columns using Computational Analysis)

  • 김한수;위해환
    • 한국전산구조공학회논문집
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    • 제28권5호
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    • pp.503-510
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    • 2015
  • 본 논문에서는 부분 보강된 CFT 기둥의 폭발저항성능을 일반 CFT 기둥과 비교하여 강판 보강의 효과를 확인하였다. 폭발하중을 받는 CFT 기둥의 구조해석에는 폭발과 충돌 해석을 위한 특수한 하이드로코드인 Autodyn을 사용하여 수치해석을 수행하였다. 콘크리트와 이를 둘러싸고 있는 강판 사이의 상호작용을 모델링하는 여러 방법이 있다. 본 연구에서는 기둥의 실제 파괴를 표현하기 위해 마찰 옵션 및 조인 옵션으로 모델링하였다. 해석에 따르면, 부분 보강된 CFT 기둥은 일반 CFT 기둥에 비해 더 나은 폭발저항효과를 나타내었다. 보강 CFT 기둥의 폭발저항성능은 콘크리트를 둘러싸고 있는 부분 보강된 강판의 높이가 높을수록 향상되었으며 CFT 기둥의 단면 크기 이상으로 보강할 것을 추천한다.

Evaluation of freezing and thawing damage of concrete using a nonlinear ultrasonic method

  • Yim, Hong Jae;Park, Sun-Jong;Kim, Jae Hong;Kwak, Hyo-Gyong
    • Smart Structures and Systems
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    • 제17권1호
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    • pp.45-58
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    • 2016
  • Freezing and thawing cycles induce deterioration and strength degradation of concrete structures. This study presumes that a large quantity of contact-type defects develop due to the freezing and thawing cycles of concrete and evaluates the degree of defects based on a nonlinearity parameter. The nonlinearity parameter was obtained by an impact-modulation technique, one of the nonlinear ultrasonic methods. It is then used as an indicator of the degree of contact-type defects. Five types of damaged samples were fabricated according to different freezing and thawing cycles, and the occurrence of opening or cracks on a micro-scale was visually verified via scanning electron microscopy. Dynamic modulus and wave velocity were also measured for a sensitivity comparison with the obtained nonlinearity parameter. The possibility of evaluating strength degradation was also investigated based on a simple correlation of the experimental results.

주거건물 홍수피해 영향인자 평가 및 손상함수 개발 (Evaluation of Flood Impact Variables and Development of Flood Damage Function for Residential Buildings and Contents)

  • 최천규;김길호;김경탁;김형수
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2017년도 학술발표회
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    • pp.44-44
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    • 2017
  • 홍수 피해 특성을 파악하고 영향 인자를 평가하여 홍수 피해로 인한 손실을 추정하는 것은 홍수 예방과 피해 저감을 위한 대책 마련 및 정책수립을 위해 매우 중요하다. 이 중 홍수로 인한 주거건물의 피해는 일반 주민들과 직접적인 관련이 있다. 그러나 국내의 경우, 홍수피해 정보를 수집하기 위한 체계적인 조사 방법이 확립되어 있지 않아 주거건물 및 내용물의 피해가 과소평가되는 경향이 있다. 본 연구에서는 주거건물 및 내용물에 대해 홍수피해 정보의 체계적인 수집을 위해 주거건물 설문조사지를 활용하였다. 수집된 홍수피해 정보는 주거건물과 건물내용물의 홍수피해율과 영향인자간의 관계 분석에 활용하였으며, 국내 실정에 적합한 홍수피해 손상함수를 개발하고 적용 및 분석하였다. 분석 결과, 홍수로 인한 주거건물의 피해에 영향을 주는 대표 인자는 건물내 침수심과 출입구 높이로 평가되었으며, 건물내용물에 영향을 주는 인자는 건물내 침수심, 이송잡물로 나타났다. 한편, 주거건물과 내용물에 대한 손상함수를 건물내 침수심을 활용하여 회귀분석을 통해 개발하였으며, 개발된 손상함수는 국내 홍수피해 평가 모델인 다차원법과 비교 평가하였다. 평가 결과, 주거건물 피해액은 다차원법이 크게 산정되었으며, 건물내용물 피해액은 손상함수가 크게 산정된 것으로 나타났다. 본 연구에서 수행한 주거건물과 건물내용물의 홍수피해 영향인자 평가 결과는 홍수피해 저감 대책 수립 및 향후 홍수피해를 추정하는데 활용할 수 있을 것으로 기대된다.

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Urban Flood Vulnerability Assessment Based on FCDM and PSR Framework

  • Quan Feng;Seong Cheol Shin;Wonjoon Wang;Junhyeong Lee;Kyunghun Kim;Hung Soo Kim
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2023년도 학술발표회
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    • pp.181-181
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    • 2023
  • Flood is a major threat to human society, and scientific assessment of flood risk in human living areas is an important task. In this study, two different methods were used to evaluate the flood in Ulsan City, and the results were comprehensively compared and analyzed. Based on the fuzzy mathematics and VIKOR method of the multi-objective decision system, similar evaluation results were obtained in the study area. The results show that due to the large number of rivers in Ulsan City and the relatively high exposure index, the whole city faces a high risk of flooding. However, fuzzy mathematics theory pays more attention to the negative impact of floods on people, and the adaptability in the Nam-gu District is lower. In contrast, the VIKOR method pays more attention to the positive role of the economy and population in flood protection, and thus obtains a higher score. Both approaches demonstrate that the city of Ulsan faces a high risk of flooding and that its citizens and policymakers need to invest in preventing flood damage.

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Evaluation of vibration characteristics according to changes in the fixing conditions of the electrical cabinet in power plants under an earthquake

  • Lee, Sang-Moon;Jeon, Bub-Gyu;Jung, Woo-Young
    • Earthquakes and Structures
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    • 제23권3호
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    • pp.245-257
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    • 2022
  • This study is a basic study on the seismic reinforcement method of anchors of fixed parts in order to reduce the effect of seismic motion that affects the facilities in the event of an earthquake. By applying the test method of ICC ES AC 156, a seismic simulation experiment was performed on the vibration table with three axes simultaneously using the number of connecting bolts between cabinets and channels as a parameter. In addition, the reliability of the experiment was verified using numerical analysis, and the part about the dynamic characteristics that could not be performed according to the experimental limit was investigated through numerical analysis. As a result of the experiment, it was confirmed that the natural frequency of the main body was increased due to the increase in the number of connecting bolts between the cabinet-channel. Accordingly, it was judged that the rigidity of the lower part of the cabinet was increased due to seismic reinforcement. It was analyzed that the impact delivered to the body was effectively reduced. In the future, if the reinforcement of the connection parts mentioned in this study is added to the existing seismic reinforcement of the electrical cabinets, it is expected that the damage to the electrical cabinets of the power plant equipment caused by an earthquake will be effectively reduced.