• 제목/요약/키워드: instability of resistance

검색결과 114건 처리시간 0.022초

Effects of types of bridge decks on competitive relationships between aerostatic and flutter stability for a super long cable-stayed bridge

  • Hu, Chuanxin;Zhou, Zhiyong;Jiang, Baosong
    • Wind and Structures
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    • 제28권4호
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    • pp.255-270
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    • 2019
  • Aerodynamic configurations of bridge decks have significant effects on the aerostatic torsional divergence and flutter forsuper long-span bridges, which are onset for selection of suitable bridge decksfor those bridges. Based on a cable-stayed bridge with double main spans of 1500 m, considering typical twin-box, stiffening truss and closed-box section, which are the most commonly used form of bridge decks and assumed that the rigidity of those section is completely equivalent, are utilized to investigate the effects of aerodynamic configurations of bridge decks on aerodynamic instability performance comprised of the aerostatic torsional divergence and flutter, by means of wind tunnel tests and numerical calculations, including three-dimensional (3D) multimode flutter analysis and nonlinear aerostatic analysis. Regarding the aerostatic torsional divergence, the results obtained in this study show twin-box section is the best, closed-box section the second-best, and the stiffening truss section the worst. Regarding the flutter, the flutter stability of the twin-box section is far better than that of the stiffening truss and closed-box section. Furthermore, wind-resistance design depends on the torsional divergence for the twin-box and stiffening truss section. However, there are obvious competitive relationships between the aerostatic torsional divergence and flutter for the closed-box section. Flutter occur before aerostatic instability at initial attack angle of $+3^{\circ}$ and $0^{\circ}$, while the aerostatic torsional divergence occur before flutter at initial attack angle of $-3^{\circ}$. The twin-box section is the best in terms of both aerostatic and flutter stability among those bridge decks. Then mechanisms of aerostatic torsional divergence are revealed by tracking the cable forces synchronous with deformation of the bridge decksin the instability process. It was also found that the onset wind velocities of these bridge decks are very similar at attack angle of $-3^{\circ}$. This indicatesthat a stable triangular structure made up of the cable planes, the tower, and the bridge deck greatly improves the aerostatic stability of the structure, while the aerodynamic effects associated with the aerodynamic configurations of the bridge decks have little effects on the aerostatic stability at initial attack angle of $-3^{\circ}$. In addition, instability patterns of the bridge depend on both the initial attack angles and aerodynamic configurations of the bridge decks. This study is helpful in determining bridge decksfor super long-span bridges in future.

정적 및 동적 하중에서 모래의 액상화 발생 (Occurrence of Sand Liquefaction on Static and Cyclic Loading)

  • 양재혁
    • 한국지반공학회논문집
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    • 제17권6호
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    • pp.235-244
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    • 2001
  • 액상화는 비배수조건에서 흙 강도의 갑작스러운 감소에 기인한다. 이러한 흙 강도의 손실은 과잉간극수압의 발현과 관련된다. 본 연구에서는 최대 및 최소간극비에 영향을 미치는 세립분 함유량이 조사되었다. 또한 포화된 실트질 모래에 대한 정적 및 동적 삼축시험의 결과를 제시하였다. 이들 시험은 액상화강도와 정적 및 동적 거동 특성을 평가하기 위해 수행되었다. 시료는 새만금 유역에서 채취되었으며 공기건조되었다. 결과를 요약하면 다음과 같다. 1) 최대 및 최소간극비선은 유사한 경향으로 나타났다. 2) 최대 및 최소간극비는 20~30%의 세립분 함유량에서 얻어졌다. 3) 구속압력과 과압밀비가 증가할수록 액상화에 대한 저항은 증가하였다. 4) 불안정마찰각은 초기상대밀도의 증가와 함께 커졌다. 5) 유효응력비가 증가함에 따라 액상화에 대한 저항은 감소하였다.

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플라즈마 후처리 시간에 따른 저유전율 SiOF 박막의 특성 (Characteristics of Low Dielectric Constant SiOF Thin Films with Post Plasma Treatment Time)

  • 이석형;박종완
    • 한국진공학회지
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    • 제7권3호
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    • pp.167-272
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    • 1998
  • ECR plasma CVD를 이용한 SiOF박막은 낮은 유전상수를 가지고 있으며, 기존의 공정과의 정합성이 우수해 다층배선 공정에 채용이 유망한 재료이지만 수분의 흡수로 인한 유전율의 상승과 후속공정의 안정성이 문제점으로 부각되고 있다. 따라서 본 연구에서는 SiOF박막의 내흡습성과 후속공정에서의 안정성을 향상시키기 위하여 SiOF박막을 증착한 후 후속 산소 플라즈마 처리를 행하였다. SiOF박막은 산소 플라즈마 처리를 수행함으로써 SiOF박막의 밀도가 증가하고, 수분과의 친화력이 강한 Si-F 결합이 감소하는 것이 주요한 원인으로 사료된다. 하지만 플라즈마 처리 시간이 5분 이상으로 증가하면 유전율의 증가가 일어난다. 따라서 본 실험에서는 산소 플라즈마 처리조건이 마이크로파 전력이 700W, 공정 압력이 3mTorr, 기판온도가 $300^{\circ}C$일 경우 플라즈마 처리시간은 3분이 적당한 것으로 생각 된다.

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Experimental and numerical investigation of expanded polystyrene (EPS) geofoam samples under monotonic loading

  • Khalaj, Omid;Siabil, Seyed Mohammad Amin Ghotbi;Azizian, Mehran;Tafreshi, Seyed Naser Moghaddas;Masek, Bohuslav;Kepka, Miloslav;Kavalir, Tomas;Krizek, Michal;Jirkova, Hana
    • Geomechanics and Engineering
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    • 제22권6호
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    • pp.475-488
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    • 2020
  • The recent increase in the use of Expanded Polystyrene (EPS) geofoam in construction and geotechnical projects has driven researchers to investigate its behavior, more deeply. In this paper, a series of experimental tests to investigate the stress-strain behavior and the mechanical properties of EPS blocks, under monotonic axial loading are presented. Four different densities of cylindrically shaped EPS with different dimensions are used to investigate the effects of loading rate, height and diameter, as well as the influence of the density of EPS on the stress-strain response. The results show that increasing the height of the EPS samples leads to instability of the sample and consequent lower resistance to the applied pressure. Large EPS samples show higher Young's modulus and compressive resistance due to some boundary effects. An increase in the rate of loading can increase the elastic moduli and compressive resistance of the EPS geofoam samples, which also varies depending on the density of the samples. It was also determined that the elastic modulus of EPS increases with increasing EPS density. By implementing an efficient numerical procedure, the stress-strain response of EPS geofoam samples can be reproduced with great accuracy. The numerical analysis based on the proposed method can used to evaluate the effect of different factors on the behavior of EPS geofoam.

Stability of High Internal Phase Emulsions

  • Park, C.I.;Cho, W.G.
    • 대한화장품학회지
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    • 제25권4호
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    • pp.65-74
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    • 1999
  • We have studied the stability of W/O high internal phase emulsions(HIPE) containing water, cetyl dimethicone copolyol and oils varying magnesium sulfate in the range 0 to 0.5 wt% and oil polarities, respectively. The rheological consistency was mainly destroyed by the coalescence of the deformed water droplets. The greater the increase of complex modulus was, the less coalescence occurred and the more consistent the concentrated emulsions were. The increasing pattern of complex modulus versus volume fraction has been explained with the resistance to coalescence of the deformed interfacial film of water droplets in concentrated W/O emulsion. The stability is dependent on: (i) the choice of the oil is important, the requirements coincide with the requirements for the formation of the rigid liquid crystalline phases; and (ii) addition of salts the aqueous phase opposes the instability due to coalescence. Increasing the salt concentration increases the refractive index of the aqueous phase. It lowers the difference in the refractive index between the oil and aqueous phases. This decreases the attraction between the water domains, thus increasing the stability.

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Overturning Resistance of Plain Concrete Piers in OSPG Railroad Bridges

  • Rhee, In-Kyu;Park, Joo-Nam;Choi, Eun-Soo
    • International Journal of Railway
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    • 제3권1호
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    • pp.1-6
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    • 2010
  • The steel plate-girder bridges with concrete gravity piers have possibilities of overturning by lateral inertial force which can be reproduced by sudden earthquake attack. This paper explores an overturning mechanism of existing concrete gravity pier onto the sandy soil in the event of lateral push-over load by in-situ experimental observation. The in-situ push-over experiment for pier with earth anchors between spread footing and rock beds exhibits a reasonable enhancement of ductility against overturning. In unanchored system, a flexural crack at cold joint of concrete pier is not developed because of the over-turning of the pier. This leads a global instability (rotation) of pier-footing system with relatively low stresses in pier itself. While a lateral load is persistently increased in anchored system, the successive flexural cracking failure at cold joint is observed even after the local shear failure of soil due to redistribution of stress equilibrium between soil and pier structure as long as a tensile action of anchor cable is active.

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Stability of High Internal Phase Emulsions

  • Park, C-I.;W-G. Cho
    • 대한화장품학회:학술대회논문집
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    • 대한화장품학회 1999년도 IFSCC . ASCS 학술대회 발표 논문
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    • pp.65-74
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    • 1999
  • We have studied the stability of W/O high internal phase emulsions(HIPE) containing water, cetyl dimethicone copolyol and oils varying magnesium sulfate in the range 0 to 0.5wt% and oil polarities, respectively. The rheological consistency was mainly destroyed by the coalescence of the deformed water droplets. The greater the increase of concentrated modulus was, the less coalescence occurred and the more consistent the concentrated emulsions were. The increasing pattern of complex modulus versus volume fraction has been explained with the resistance to coalescence of the deformed interfacial film of water droplets in concentrated W/O emulsion. The stability is dependent on: (i) the choice of the oil is important, the requirements coincide with the requirements for the formation of the rigid liquid crystalline phases :5; and (ii) addition of salts the aqueous phase opposes the instability due to coalescence:. Increasing the salt concentration increases the refractive index of the aqueous phase. It lowers the difference in the refractive index between the oil and aqueous phases. This decreases the attraction between the water domains, thus increasing the stability.

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An update on the cause and treatment of sleep disturbance in children and adolescents with autism spectrum disorder

  • Seo, Wan Seok
    • Journal of Yeungnam Medical Science
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    • 제38권4호
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    • pp.275-281
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    • 2021
  • Autism spectrum disorder (ASD) is a neurodevelopmental disorder characterized by abnormalities in social communication/interaction and restrictive, repetitive patterns of behavior. ASD is a relatively common psychiatric disorder, with a prevalence of approximately 1.7% in children. Although many children and adolescents with ASD visit the hospital for medical help for emotional and behavioral problems such as mood instability and self-harming behavior, there are also many visits for sleep disturbances such as insomnia and sleep resistance. Sleep disturbances are likely to increase fatigue and daytime sleepiness, impaired concentration, negatively impact on daytime functioning, and pose challenges in controlling anger and aggressive behavior. Sleep disturbance in children and adolescents with ASD negatively affects the quality of life, nothing to say the quality of life of their families and school members. In this review, sleep disturbances that are common in children and adolescents with ASD and adolescents are presented. The developmental and behavioral impacts of sleep disturbances in ASD were also considered. Finally, non-pharmacological and pharmacological treatments for sleep disturbances in children and adolescents with ASD and adolescents are reviewed.

전력계통에서의 전압붕괴 매카니즘에 관한 연구 (A Study on Voltage Collapse Mechanism in Electric Power Systems)

  • 김도형;류헌수;문영현;최병곤;박정도
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 하계학술대회 논문집 A
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    • pp.171-174
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    • 2001
  • In this paper, an EMM(Equivalent Mechanical Model) is developed to explain the voltage collapse mechanism by reflecting the effects of reactive powers. The proposed EMM exactly represents the voltage instability mechanism described by the system equations. By the use of the EMM model the voltage collapse mechanism has been illustrated by showing the exactness of the results. It is also discussed a system transform in technique to eliminate the resistance component of the Thevenin equivalent impedance for practical applications.

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