• 제목/요약/키워드: Construction morphology

검색결과 119건 처리시간 0.03초

코팅 및 표면 처리된 강의 고하중 영역에서의 마모 마찰 특성 (Friction and Wear Behavior of Coating and Surface Treated Steel for Low Velocity High Pressure Application)

  • 임동필;심동섭;김상범
    • Tribology and Lubricants
    • /
    • 제24권6호
    • /
    • pp.386-392
    • /
    • 2008
  • Friction and wear behavior of hard coated and surface treated steel with candidate processing methods for low velocity high pressure application investigated. Wear tests were carried out under specific region considering the operation condition of construction equipments under lubricated and unlubricated condition. Different tribological behavior analyzed with comparing the wear rate of counter part, morphology and topography of worn surface and the worn volume of samples and counter parts.

Corrosion Inhibition Screening of 2-((6-aminopyridin-2-yl)imino)indolin-3-one: Weight Loss, Morphology, and DFT Investigations

  • Nadia Betti;Ahmed A. Al-Amiery
    • Corrosion Science and Technology
    • /
    • 제22권1호
    • /
    • pp.10-20
    • /
    • 2023
  • Because of its inexpensive cost, mild steel is frequently employed as a construction material in different industries. Unfortunately, because of its limited resistance to corrosion, a protective layer must be applied to keep it from decaying in acidic or basic environments. The presence of heteroatoms, such as nitrogen, oxygen, and pi-electrons in the Schiff base could cause effective adsorption on the mild steel surface, preventing corrosion. The weight loss method and scanning electron microscopy (SEM) were used to investigate the inhibitory effects of APIDO on mild steel in a 1 M hydrochloric acid environment. The efficiency of inhibition increased as the inhibitor concentration increased and decreased as the temperature increased. The SEM analysis confirmed that the corrosion inhibition of APIDO proceeded by the formation of an organic protective layer over the mild steel surface by the adsorption process. Simulations based on the density functional theory are used to associate inhibitory efficacy with basic molecular characteristics. The findings acquired were compatible with the experimental information provided in the research.

A report of six unrecorded bacterial species isolated from soil samples in Korea

  • Da Som Kim;Mi Jin Jeon;Won-Jae Chi
    • Journal of Species Research
    • /
    • 제13권1호
    • /
    • pp.61-66
    • /
    • 2024
  • During an investigation of unrecorded prokaryotic species in Korea, six unrecorded bacterial strains were isolated from soil samples collected from Uljin-gun. Based on a similarity search using the 16S rRNA gene sequence of the isolated strains and the construction of the neighbor-joining phylogenetic tree, five strains were identified to the genus Pseudomonas of the family Pseudomonadaceae, while one strain was identified as a species belonging to the genus Paenibacillus of the family Paenibacillaceae. The details of these unreported species, including gram staining reaction, colony and cell morphology, basic biochemical characteristics, strain ID, and isolation source, are described in the description of the strains.

시화호 표층퇴적물의 중금속 및 퇴적상 변화 (Change of Heavy Metals and Sediment Facies in Surface Sediments of the Shihwa Lake)

  • 최만식;천종화;우한준;이희일
    • 한국환경과학회지
    • /
    • 제8권5호
    • /
    • pp.593-600
    • /
    • 1999
  • In order to determine the changes of sediment facies and metal levels in surface sediments after the construction of Shiwha Lake, surface sediments were sampled at 8 sites located on the main channel monthly from June, 1995 to August, 1996 and analysed for 12 metals (Al, Fe, Mn, V, Cr, Co, Ni, Cu, Zn, Cd, As and Pb) by ICP/AES and ICP/MS. Two groups of sampling sites(the inner lake with 3 sites and the outer lake with 5 sites) are subdivided by the surface morphology ; the inner lake is a shallow channel area with a gentle slope, while the outer lake is relatively deep and wide channel with a steep slope which has many small distributaries. After the construction of dam, fine terrestrial materials were deposited near the outer lake, which resulted in the change of major sediment facies from sandy silt to mud. With the deposition of fine sediments in the outer lake, anoxic water column induced the formation of sulfide compounds with Cu, Cd, Zn and part of Pb. Metal (Cr, Ni, Cu, Zn and Cd) contents in sediments increased up to twice within 2 years after the construction of dam. This is due to the direct input of industrial and municipal wastes into the lake and the accumulation of metals within the lake. In addition, frequent resuspension of contaminated sediments in a shallow part of the lake may make metal-enriched materials transport near the outer lake with fine terrestrial materials. As the enrichment of Cu, Zn, Cd and part of Pb in the Shiwha Lake may be related to the formation of unstable sulfide compounds by sulfate reduction in anoxic water or sediment column, the effect of mixing with open coastal seawater is discussed.

  • PDF

내성천의 수문, 하도 형태, 경관 및 식생 특성에 관한 장기모니터링 자료 (I) (Dataset of Long-term Monitoring on the Change in Hydrology, Channel Morphology, Landscape and Vegetation Along the Naeseong Stream (I))

  • 이찬주;김동구;지운;김지성
    • Ecology and Resilient Infrastructure
    • /
    • 제6권1호
    • /
    • pp.23-33
    • /
    • 2019
  • 내성천은 경북 북부지역을 흐르는 모래하천으로 계절적 변동이 큰 수문학적 특성에 반응하여 발달하는 모래 하상의 역동성과 이른바 '화이트 리버'라고 하는 경관상 고유성으로 대표되는 하천이다. 하지만 2010년부터 영주댐이 건설되기 시작하고 2015년 전후로 식생이 광범위하게 활착하는 등 하천 변화가 발생하였다. 본 논문의 목적은 하천 변화의 원인이 될 수 있는 기후, 수문, 수질의 변화를 분석하고, 이에 따른 하천 변화의 가능성을 검토하기 위함이다. 분석 결과, 2015년에 1982년 다음으로 적은 강우량이 발생하였으며 이로 인해 여름철 첨두유량은 50년래 최저를 기록하였다. 내성천의 유사량 특성은 상하류가 크게 다르지 않았으나, 댐 건설과 무관하게 내성천의 연 최저수위가 지속적으로 감소하고 있었음을 확인하였다. 이는 간헐적 가뭄과 수질의 변화가 하천식생의 활착에 유리하게 작용하고, 이에 따른 물리적 변화가 하도 및 식생 활착에 영향을 준 것으로 추정된다. 그러므로 하천 변화의 원인 분석을 위해서는 하천 식생 변화와 연계한 다각적인 모니터링이 필요함을 확인하였다.

Prediction of tensile strength degradation of corroded steel based on in-situ pitting evolution

  • Yun Zhao;Qi Guo;Zizhong Zhao;Xian Wu;Ying Xing
    • Steel and Composite Structures
    • /
    • 제46권3호
    • /
    • pp.385-401
    • /
    • 2023
  • Steel is becoming increasingly popular due to its high strength, excellent ductility, great assembly performance, and recyclability. In reality, steel structures serving for a long time in atmospheric, industrial, and marine environments inevitably suffer from corrosion, which significantly decreases the durability and the service life with the exposure time. For the mechanical properties of corroded steel, experimental studies are mainly conducted. The existing numerical analyses only evaluate the mechanical properties based on corroded morphology at the isolated time-in-point, ignoring that this morphology varies continuously with corrosion time. To solve this problem, the relationships between pit depth expectation, standard deviation, and corrosion time are initially constructed based on a large amount of wet-dry cyclic accelerated test data. Successively, based on that, an in-situ pitting evolution method for evaluating the residual tensile strength of corroded steel is proposed. To verify the method, 20 repeated simulations of mass loss rates and mechanical properties are adopted against the test results. Then, numerical analyses are conducted on 135 models of corrosion pits with different aspect ratios and uneven corrosion degree on two corroded surfaces. Results show that the power function with exponents of 1.483 and 1.091 can well describe the increase in pit depth expectation and standard deviation with corrosion time, respectively. The effect of the commonly used pit aspect ratios of 0.10-0.25 on yield strength and ultimate strength is negligible. Besides, pit number ratio α equating to 0.6 is the critical value for the strength degradation. When α is less than 0.6, the pit number increases with α, accelerating the degradation of strength. Otherwise, the strength degradation is weakened. In addition, a power function model is adopted to characterize the degradation of yield strength and ultimate strength with corrosion time, which is revised by initial steel plate thickness.

모래 3체 마모시험 장비(3-body abrasion tester)를 이용한 PLA프린팅 표면의 형상별 트라이볼로지 성능 분석 (Tribology Performance Analysis by Surface Patterns of PLA Printing Samples Using 3-body Abrasion Tester)

  • 최용석;박경렬;강성민;김운성;정경은;박영진;이경준
    • Tribology and Lubricants
    • /
    • 제39권6호
    • /
    • pp.250-255
    • /
    • 2023
  • This study applies various surface patterns to minimize material loss in construction equipment that is subject to severe wear due to sand, such as the wear-resistant steel plates of dump trucks or the teeth of excavators. The relationship between surface morphology and wear behavior is investigated using PLA+ polymer to observe the effect of the surface pattern. Five types of samples - smooth, concave, convex, wavy concave, and wavy convex designs - are created using a 3D printer. A wear experiment is conducted for a duration of 3 h using 6.5 kg of abrasive particles. The mass loss of the samples after the experiment is measured to assess the extent of wear. Additionally, the surface morphology of the samples before and after the experiment is analyzed using SEM and confocal microscopy. The study results reveal that the smooth design exhibits the highest wear loss, whereas the concave and wavy concave designs show relatively lower wear loss. The convex and wavy convex designs exhibit varying contact areas with the abrasive particles depending on the surface pattern, resulting in different levels of wear. Furthermore, a comparison between the experimental results and DEM simulations confirms the observed wear trends. This study reveals the relationship between wear damage according to surface pattern shape and is expected to be of substantial help in the analysis of wear and tear on agricultural and heavy equipment.

DEM에서의 Sink와 Flat Area 처리 알고리즘에 대한 비교 검토 (Examination of the Algorithms for Removing Sink and Flat Area of DEM)

  • 김경탁;최윤석
    • 한국지리정보학회지
    • /
    • 제8권4호
    • /
    • pp.91-101
    • /
    • 2005
  • DEM을 이용하여 하천망을 생성하고 유역을 분할하기 위해서는 DEM에 존재하는 sink나 flat area와 같은 오류를 합리적인 방법으로 제거하는 과정이 필요하다. DEM의 sink를 제거하기 위한 방법으로는 filling 알고리즘과 breaching 알고리즘 등이 있으며, flat area에서 흐름방향을 결정하기 위한 방법으로는 Jenson과 Domingue 알고리즘, relief 알고리즘 및 combined gradient 알고리즘 등이 있다. 본 연구에서는 이들 알고리즘에 대한 검토를 수행하고 breaching 알고리즘이 포함된 filling 알고리즘과 combined gradient 알고리즘을 적용하여 DEM의 오류를 제거하는 프로그램을 개발하였으며, 이와 Arc/Info에서 채택하고 있는 filling 알고리즘과 Jenson과 Domingue 알고리즘을 적용한 DEM의 오류 제거 결과와 비교 검토하였다. 추출된 하천망의 특성을 분석하고, 그 결과를 수치지도에서 추출한 하천망과 형태석 측면 및 하천차수별 특성 비교를 통해 본 연구결과의 유용성을 검토하였다.

  • PDF

마이크로캡슐을 함유한 폴리머 코팅제의 콘크리트 표면균열 자기치유시스템 (Self Healing System for Concrete Surface Crack using Polymer based Coating Agent Incorporating Microencapsulated Healing Agent)

  • 신기수;유병철;왕소용;박기봉
    • 한국건축시공학회지
    • /
    • 제15권6호
    • /
    • pp.579-587
    • /
    • 2015
  • 자기치유성능을 가지고 있는 자기치유제를 함유하고 있는 마이크로 캡슐을 콘크리트 표면의 고분자 매트릭스층에 적용하였다. 메타크릴레이트를 코어물질로 하고 폴리 우레아포름알데히드를 캡슐막 구성물질로 하는 미세캡슐을 고분자 매트릭스 안에 첨가하여 콘크리트 표면에 코팅하였다. 콘크리트 표면에 미세균열이 형성되고 전파될 때, 균열이 전파되는 위치에 있는 캡슐이 파괴되어 치유체가 균열면 사이로 흘러나오게 되고, 균열에 스며든 단량체가 햇빛에 의해 중합반응을 일으켜 균열이 자기치유 되는 현상을 고찰한다. 자기치유성능평가는 흡수성, 투수성 실험 및 광학현미경을 통한 관찰로 확인하였다. 결과적으로 제시된 자기치유시스템은 콘크리트 균열부의 부분적인 복원을 위해 사용할 수 있음을 확인하였다.

평택-음성간 고속도로의 에코로드 조성을 위한 환경생태계획 (Ecological Planning for the Preparation of an Eco-Road on the Pyungtak-Eumsung Highway)

  • 강현경;민권식;장종수;한봉호
    • 한국조경학회지
    • /
    • 제32권3호
    • /
    • pp.32-42
    • /
    • 2004
  • This study aims at establishing an ecological planning for road construction. which is considered to be a main cause of damage to the natural environment in Korea. This study focuses on the Pyungtak-Eumsung Highway development project. It considers the ecological factors and status of the site and its surrounding area. The study site is a four-way highway with a width of 23.4m and a length of 5.7km that spans from Hyungok-ri, Anseong City, Kyeonggi Province to Jukhyun-ri, Jincheon-gun, Chungbuk Province. The objective of the plan is "the establishment of an eco-road in harmony with nature." The plan is divided into five detailed goals: 1) restoration of river morphology and ecosystem through ecological planning; 2) establishment of wet biotopes; 3) construction of ecological corridors; 4) restoration of damaged forest ecosystems; and 5) ecological restoration of the roadside slopes that are linked with the surrounding forest. A master plan has been developed based on the detailed goals. The master plan involves: 1) establishment of a natural river, wet biotopes, and ecological corridors that facilitate the movement of amphibians, wild fowls, mammalians and fish; 2) development of a planting plan for the visitor center, the tunnel entrance, and soundproof banks; and 3) the presentation of a planting model for restoring roadside slopes that are connected to the surrounding forest. The eco-road plan needs to entail ecological conservation and restoration plans. In addition, a monitoring plan for ecological corridors and habitats should be included in the comprehensive plans, along with the continuous development of environmentally friendly technologies.