• 제목/요약/키워드: Resistance variation

검색결과 1,246건 처리시간 0.027초

Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell

  • Zhang, Jun-Feng;Ge, Yao-Jun;Zhao, Lin
    • Wind and Structures
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    • 제16권6호
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    • pp.579-601
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    • 2013
  • Interference effects are of considerable concern for group hyperboloidal cooling towers, but evaluation methods and results are different from each other because of the insufficient understanding on the structure behavior. Therefore, the mechanical performance of hyperboloidal cooling tower shell under wind loads was illustrated according to some basic properties drawn from horizontal rings and cantilever beams. The hyperboloidal cooling tower shell can be regarded as the coupling of horizontal rings and meridian cantilever beams, and this perception is beneficial for understanding the mechanical performance under wind loads. Afterwards, the mean external latitude wind pressure distribution, CP(${\theta}$), was artificially adjusted to pursue the relationship between different CP(${\theta}$) and wind-induced responses. It was found that the maximum responses in hyperboloidal cooling tower shell are primarily dominated by the non-uniformity of CP(${\theta}$) but not the local pressure amplitude CP or overall resistance/drag coefficient CD. In all the internal forces, the maximum amplitude of meridian axial tension shows remarkable sensitivity to the variation of CP(${\theta}$) and it's also the controlling force in structure design, so it was selected as an indicator to evaluate the influence of CP(${\theta}$) on responses. Based on its sensitivity to different adjustment parameters of CP(${\theta}$), an comprehensive response influence factor, RIF, was deduced to assess the meridian axial tension for arbitrary CP(${\theta}$).

고속열차 전두부 및 팬터그래프 공력성능 향상기술 연구 (Study on the Aerodynamic Advancements of the Nose and Pantograph of a High-Speed Train)

  • 노주현;구요천;윤수환;곽민호;박훈일;김규홍;이동호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.416-421
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    • 2008
  • 최근 세계 각국의 고속열차들은 속도 향상 측면에서 비약적인 발전을 보이고 있으며, 국내에서도 2007년부터 '차세대 고속철도 기술개발 사업'을 통해 최고속도 400km/h급의 고속열차 개발을 진행 중에 있다. 고속열차의 주행속도가 증가함에 따라 이전에는 제기되지 않았던 공기저항, 공력소음 문제, 열차의 교행 및 측풍에 의해 발생하는 압력변동, 터널출구에서 발생하는 미기압파 등의 문제들이 대두되고 있으며 이와 같은 문제들은 열차의 고속화를 제약하는 요인이 된다. 특히, 고속열차의 전두부 형상은 이러한 공기역학적 문제들과 밀접하게 연결되어 있으며, 팬터그래프의 소음 및 안정적인 집전 성능 확보 등도 속도 향상을 위해 반드시 고려해야하는 사항이다. 본 논문에서는 고속열차의 속도향상 노력의 일환으로 진행되고 있는 '공력해석 향상 기술'의 연구 내용과 더불어, 터널 미기압파 저감을 위한 전두부 형상 최적화 결과와 팬터그래프 공력성능 향상을 위한 강건 최적화 결과를 소개한다.

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Transverse cracking based numerical analysis and its effects on cross-ply laminates strength under thermo-mechanical degradation

  • Abdelatif, Berriah;Abdelkader, Megueni;Abdelkader, Lousdad
    • Structural Engineering and Mechanics
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    • 제60권6호
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    • pp.1063-1077
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    • 2016
  • Components manufactured from composite materials are frequently subjected to superimposed mechanical and thermal loadings during their operating service. Both types of loadings may cause fracture and failure of composite structures. When composite cross-ply laminates of type [$0_m/90_n]_s$ are subjected to uni-axial tensile loading, different types of damage are set-up and developed such as matrix cracking: transverse and longitudinal cracks, delamination between disoriented layers and broken fibers. The development of these modes of damage can be detrimental for the stiffness of the laminates. From the experimental point of view, transverse cracking is known as the first mode of damage. In this regard, the objective of the present paper is to investigate the effect of transverse cracking in cross-ply laminate under thermo-mechanical degradation. A Finite Element (FE) simulation of damage evolution in composite crossply laminates of type [$0_m/90_n]_s$ subjected to uni-axial tensile loading is carried out. The effect of transverse cracking on the cross-ply laminate strength under thermo-mechanical degradation is investigated numerically. The results obtained by prediction of the numerical model developed in this investigation demonstrate the influence of the transverse cracking on the bearing capacity and resistance to damage as well as its effects on the variation of the mechanical properties such as Young's modulus, Poisson's ratio and coefficient of thermal expansion. The results obtained are in good agreement with those predicted by the Shear-lag analytical model as well as with the obtained experimental results available in the literature.

전산유동역학을 이용한 절리 거칠기 및 주입재 특성에 따른 그라우트 주입 시 압력 손실 해석 (Numerical analyses using CFD on the pressure losses of the grout flow with variation of joint roughness and grout features)

  • 사공명;류성하
    • 한국터널지하공간학회 논문집
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    • 제20권6호
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    • pp.989-1002
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    • 2018
  • 암반 내 그라우팅은 불연속면 내부에 시멘트 그라우트재를 주입하여 주변지반을 강화하는 목적으로 사용된다. 현장에서 다상의 그라우트재의 주입 시 거동특성 및 주입경로인 3차원 절리면의 형태가 사전파악되지 않으므로 정량적인 설계가 어려운 분야중 하나이다. 따라서 현장에서의 그라우트 주입 거동특성을 나타내는 GIN (Grouting Intensity Number) 지표를 이용하여 주입 모니터링을 통해 적절한 시공관리를 수행하는 것이 최적이 방안이다. 본 논문에서는 그라우팅 주입 시 절리면의 거칠기 등급과 물시멘트(W/C)비에 따라 발생하는 압력의 손실을 전산유동해석을 수행하여 조사하였다. 절리면이 거칠수록 그리고 물시멘트비가 높을수록 주입 시 마찰저항은 크게 발생하였으며 해당 결과를 각 조건별 상관식으로 정리하였다.

벼도열병균의 비병원성 유전자 AVR-Pita1 (Avirulence Gene AVR-Pita1 in the Rice Blast Fungus)

  • 박숙영
    • 식물병연구
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    • 제25권1호
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    • pp.1-7
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    • 2019
  • 벼도열병균은 벼를 재배하는 모든 지역에서 경제적으로 매우 중요한 병이다. 또한, 벼도열병균은 기주인 벼와 유전자 대유전자설이 적용되는 대표적인 식물병원균 모델이다. 재배지에 도입된 새로운 저항성 벼 품종의 빠른 저항성 상실은 병원균 집단의 레이스 변이가 주요 메커니즘으로 제안되고 있다. 이러한 새로운 레이스 변이는 저항성 유전자에 대항하는 비병원성 유전자의 변이에 의해 나타날 수 있는데, (i) 점돌연변이, (ii) 전이인자(transposon)의 삽입, (iii) frame shift등이 그 대표적인 예라고 할 수 있다. 비병원성 유전자 AVR-Pita1은 이러한 다양한 변이의 원인들이 모두 보고된 대표적인 비병원성 유전자이다. 이 총설에서는 비병원성 유전자 AVR-Pita1에 관한 다양한 정보를 제시하고, 상동성 유전자들인 AVR-Pita2 및 AVR-Pita3 유전자를 정리하였다. 이와 함께, 변이의 원인이 되는 다양한 예제를 리뷰 하였다.

전통 옻칠 기법을 이용한 금속표면 코팅 및 물성 연구 (A Study on the Physical Properties and Coating of Metal Surface Using Traditional Lacquer Technique)

  • 조성모;오한서;조남철
    • 보존과학회지
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    • 제37권3호
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    • pp.302-311
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    • 2021
  • 본 연구는 전통 옻칠 기법을 이용하여 금속표면을 코팅하고, 물성을 평가하여 옻칠의 금속코팅 적용성 여부를 알아보고자 했다. 이를 위해 SS275 금속 시편(60*60 mm)과 원주 생칠을 이용하였다. 또한 칠 횟수(1, 2, 3)와 가열온도(120℃, 150℃)를 변이조건으로 설정하여 총 6개의 시편을 제작하였다. 분석은 색도측정, 접촉각 및 표면에너지 측정, 내약품성 시험, Cross-cut 시험을 이용하였다. 분석결과 부식성이 개선되고 금속표면에 대한 옻칠의 밀착력이 우수함을 확인하였다. 접촉각 및 표면에너지는 큰 변화를 보이지 않았다. 또한 색도 역시 큰 차이는 보이지 않았다. 본 연구를 통해 금속 표면에 옻칠이 진행되면 방수성 및 방식성이 좋아짐을 확인하였으며, 적정한 옻칠 횟수와 가열온도를 확인하였다. 차후 경도와 마모율과 같은 물리적인 특성 연구와 일정한 두께로 옻을 칠하는 방안을 연구하여 금속의 적용 가능성을 확인하고자 한다.

강도설계용 풍하중 평가를 위한 재현기간과 기본풍속지도의 제안 (Proposal of Return Period and Basic Wind Speed Map to Estimate Wind Loads for Strength Design in Korea)

  • 하영철
    • 대한건축학회논문집:구조계
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    • 제34권2호
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    • pp.29-40
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    • 2018
  • Strength design wind loads for the wind resistance design of structures shall be evaluated by the product of wind loads calculated based on the basic wind speed with 100 years return period and the wind load factor 1.3 specified in the provisions of load combinations in Korean Building Code (KBC) 2016. It may be sure that the wind load factor 1.3 in KBC(2016) had not been determined by probabilistic method or empirical method using meteorological wind speed data in Korea. In this paper, wind load factors were evaluated by probabilistic method and empirical method. The annual maximum 10 minutes mean wind speed data at 69 meteorological stations during past 40 years from 1973 to 2012 were selected for this evaluation. From the comparison of the results of those two method, it can be found that the mean values of wind load factors calculated both probability based method and empirical based method were similar at all meteorological stations. When target level of reliability index is set up 2.5, the mean value of wind load factors for all regions should be presented about 1.35. When target level of reliability index is set up 3.0, wind load factor should be presented about 1.46. By using the relationship between importance factor(conversion factor for return period) and wind load factor, the return periods for strength design were estimated and expected wind speeds of all regions accounting for strength design were proposed. It can be found that return period to estimate wind loads for strength design should be 500 years and 800 years in according to target level of reliability index 2.5 and 3.0, respectively. The 500 years basic wind speed map for strength design was suggested and it can be used with a wind load factor 1.0.

탄소나노튜브 코팅의 마찰/마모 특성에 대한 나노메쉬 구조의 영향 (Effect of Nanomesh Structure Variation on the Friction and Wear Characteristics of Carbon Nanotube Coatings)

  • 김해진;김창래
    • Tribology and Lubricants
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    • 제36권6호
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    • pp.315-319
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    • 2020
  • In various fields, several studies based on carbon nanotubes (CNTs) have been conducted. The results of previous studies, wherein CNT coatings have been incorporated as solid lubricants, demonstrate that the friction and wear characteristics of CNT coatings can be improved through the absorption/dispersion of the contact pressure by controlling the stiffness of the nanomesh structure comprising CNT strands. In this study, the friction and wear characteristics of the following are compared: CNT coating formed by spin coating of CNT solution, compressed CNT coating, and compressed/heated CNT coating (wherein CNT strands are squeezed through compression and/or heating). It is observed that the friction coefficient of the CNT coating having the largest number of voids between the CNT strands is significantly lower than those of the compressed CNT coating and the compressed/heated CNT coating. The wear tracks of the compressed CNT coating and the compressed/heated CNT coating indicate that some parts become torn or adhere into a lump. However, in the case of the CNT coating, a smooth wear surface is formed by rubbing. Furthermore, as the void space between the squeezed and adhered CNT strands decreases, the resistance to structural deformation increases, thereby resulting in an increased frictional force and a wear pattern that becomes torn or forms a lump. Hence, the results obtained from this study corroborate that the friction and wear characteristics of CNT coatings can be enhanced through the absorption/dispersion of the contact pressure by controlling the stiffness of the nanomesh structure of CNT coatings.

Effect of Solution Temperature on the Cavitation Degradation Properties of Epoxy Coatings for Seawater Piping

  • Jeon, J.M.;Yoo, Y.R.;Jeong, M.J.;Kim, Y.C.;Kim, Y.S.
    • Corrosion Science and Technology
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    • 제20권6호
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    • pp.335-346
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    • 2021
  • Since epoxy resin coating shows excellent properties in formability, adhesion, and corrosion resistance, they have been extensively used in many industries. However, various types of damages in the epoxy coated tube within a relative short time have been reported due to cavitation erosion, liquid impingement, variation of temperature and pressure. Nevertheless, there has been little research on the effect of temperature on the cavitation degradation of epoxy coatings. Therefore, this work used an ultrasonic cavitation tester to focus on the effect of solution temperature on the cavitation properties of 3 kinds of epoxy coatings in 3.5% NaCl. The cavitation properties were discussed basis on the material properties and environmental aspects. As the solution temperature increased, even though with large fluctuation, the cavitation degradation rates of A and B coatings were reduced rapidly, but the rate of C coating was decreased gradually. In addition to the cushioning effect, the reason that the cavitation degradation rate reduced with solution temperature was partly related to the brittle fracture and water absorptivity of the epoxy coatings, and the water density, but was little related to the shape and composition of the compound in the coatings or the phase transition of the epoxy coating.

Understanding the Technical Properties of Delonix regia (HOOK.) RAF. Wood: A Lesser Used Wood Species

  • Funke Grace Adebawo;Olayiwola Olaleye Ajala;Olaoluwa Adeniyi Adegoke;Timileyin Samuel Aderemi
    • Journal of Forest and Environmental Science
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    • 제39권1호
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    • pp.55-64
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    • 2023
  • Properties of a lesser-used wood species were investigated to determine its potential for structural utilization. Trees of Delonix regia were felled and sampled at the base, middle and top and then sectioned to inner wood, middle wood, and outer wood for variation across the axial and radial directions. Hence, selected physical and mechanical properties as well as natural durability of D. regia along the radial and axial directions were examined. Obtained data were analyzed using analysis of variance (ANOVA) at α0.05. There was no significant difference in the Moisture content (MC) of the wood but specific gravity (SG) decreased from base to top ranging from 0.35-0.44. Water absorption, volumetric swelling, and volumetric shrinkage range from 46.18-51.86%, 2.57-4.02%, and 2.26-3.96% respectively along the axial plane. The weight loss for graveyard exposure and accelerated laboratory decay test ranged from 25.14-48.00% and 32.02-44.45% respectively. Modulus of Rupture and Modulus of Elasticity values range from 29.42-72.68 Nmm2 and 3,834.54-8,830.37 Nmm2 respectively. The SG values has confirmed the species as a medium density wood and values of other properties tested showed that the wood is dimensional stable and moderately resistance to fungi and termite. Hence, it could be used for light construction purposes such as furniture and other interior woodwork.