• 제목/요약/키워드: H-beam

검색결과 1,982건 처리시간 0.031초

Dynamic numerical analysis of single-support modular bridge expansion joints

  • Yuan, Xinzhe;Li, Ruiqi;Wang, Jian'guo;Yuan, Wancheng
    • Steel and Composite Structures
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    • 제22권1호
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    • pp.1-12
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    • 2016
  • Severe fatigue and noise problems of modular bridge expansion joints (MBEJs) are often induced by vehicle loads. However, the dynamic characteristics of single-support MBEJs have yet to be further investigated. To better understand the vibration mechanism of single-support MBEJs under vehicle loads, a 3D finite element model of single-support MBEJ with five center beams is built. Successive vehicle loads are given out and the vertical dynamic responses of each center beams are analyzed under the successive loads. Dynamic amplification factors (DAFs) are also calculated along with increasing vehicle velocities from 20 km/h to 120 km/h with an interval 20 km/h. The research reveals the vibration mechanism of the single-support MBEJs considering coupled center beam resonance, which shows that dynamic responses of a given center beam will be influenced by the neighboring center beams due to their rebound after the vehicle wheels depart. Maximal DAF 1.5 appears at 120 km/h on the second center beam. The research results can be utilized for reference in the design, operation and maintenance of single-support MBEJs.

종리브로 보강한 콘크리트충전원형강관기둥-H형강보 접합부의 구조적 거동에 관한 연구 (The Structural Behavior of CFCT Column to H-Beam Connections With Longitudinal Rib of Column at Joint)

  • 강현식;문태섭
    • 한국강구조학회 논문집
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    • 제10권2호통권35호
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    • pp.291-301
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    • 1998
  • 종리브로 보강된 충전형 원형강관에 H형강보를 사용한 접합부 모델실험 결과와 항복선이론 및 수치해석을 이용하여 접합부 국부내력의 추정을 위한 기초 자료를 제시하고 궁극적으로는 원형강관 접합부의 보강법을 연구하여 다이아프램이 없는 콘크리트 충전강관 기둥-H형강보 접합부의 개발을 위한 기초자료를 제시하고자 한다.

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EVALUATION OF THE FINITE ELEMENT MODELING OF A SPOT WELDED REGION FOR CRASH ANALYSIS

  • Song, J.H.;Huh, H.;Kim, H.G.;Park, S.H.
    • International Journal of Automotive Technology
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    • 제7권3호
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    • pp.329-336
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    • 2006
  • The resistance spot-welded region in most current finite element crash models is characterized as a rigid beam at the location of the welded spot. The region is modeled to fail with a failure criterion which is a function of the axial and shear load at the rigid beam. The calculation of the load acting on the rigid beam is important to evaluate the failure of the spot-weld. In this paper, numerical simulation is carried out to evaluate the calculation of the load at the rigid beam. At first, the load on the spot-welded region is calculated with the precise finite element model considering the residual stress due to the thermal history during the spot welding procedure. And then, the load is compared with the one obtained from the model used in the crash analysis with respect to the element size, the element shape and the number of imposed constraints. Analysis results demonstrate that the load acting on the spot-welded element is correctly calculated by the change of the element shape around the welded region and the location of welded constrains. The results provide a guideline for an accurate finite element modeling of the spot-welded region in the crash analysis of vehicles.

Screening of Probiotic Activities of Lactobacilli Strains Isolated from Traditional Tibetan Qula, A Raw Yak Milk Cheese

  • Zhang, Bei;Wang, Yanping;Tan, Zhongfang;Li, Zongwei;Jiao, Zhen;Huang, Qunce
    • Asian-Australasian Journal of Animal Sciences
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    • 제29권10호
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    • pp.1490-1499
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    • 2016
  • In this study, 69 lactobacilli isolated from Tibetan Qula, a raw yak milk cheese, were screened for their potential use as probiotics. The isolates were tested in terms of: Their ability to survive at pH 2.0, pH 3.0, and in the presence of 0.3% bile salts; tolerance of simulated gastric and intestinal juices; antimicrobial activity; sensitivity against 11 specific antibiotics; and their cell surface hydrophobicity. The results show that out of the 69 strains, 29 strains (42%) had survival rates above 90% after 2 h of incubation at pH values of 2.0 or 3.0. Of these 29 strains, 21 strains showed a tolerance for 0.3% bile salt. Incubation of these 21 isolates in simulated gastrointestinal fluid for 3 h revealed survival rates above 90%; the survival rate for 20 of these isolates remained above 90% after 4 h of incubation in simulated intestinal fluid. The viable counts of bacteria after incubation in simulated gastric fluid for 3 h and simulated intestinal fluid for 4 h were both significantly different compared with the counts at 0 h (p<0.001). Further screening performed on the above 20 isolates indicated that all 20 lactobacilli strains exhibited inhibitory activity against Micrococcus luteus ATCC 4698, Bacillus subtilis ATCC 6633, Listeria monocytogenes ATCC 19115, and Salmonella enterica ATCC 43971. Moreover, all of the strains were resistant to vancomycin and streptomycin. Of the 20 strains, three were resistant to all 11 elected antibiotics (ciprofloxacin, erythromycin, tetracycline, penicillin G, ampicillin, streptomycin, polymyxin B, vancomycin, chloramphenicol, rifampicin, and gentamicin) in this study, and five were sensitive to more than half of the antibiotics. Additionally, the cell surface hydrophobicity of seven of the 20 lactobacilli strains was above 70%, including strains Lactobacillus casei 1,133 (92%), Lactobacillus plantarum 1086-1 (82%), Lactobacillus casei 1089 (81%), Lactobacillus casei 1138 (79%), Lactobacillus buchneri 1059 (78%), Lactobacillus plantarum 1141 (75%), and Lactobacillus plantarum 1197 (71%). Together, these results suggest that these seven strains are good probiotic candidates, and that tolerance against bile acid, simulated gastric and intestinal juices, antimicrobial activity, antibiotic resistance, and cell surface hydrophobicity could be adopted for preliminary screening of potentially probiotic lactobacilli.

SPW 흙막이 벽체의 설계요소별 부재력과 수평변위 및 콘크리트강도 특성 연구 (A Study on the Characteristics of Member Force, Horizontal Displacement and Concrete Strength by Design Elements of SPW Retaining Walls)

  • 김완호;신유석;이영진;장용채;이강일
    • 한국지반신소재학회논문집
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    • 제22권1호
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    • pp.75-85
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    • 2023
  • 굴착공사가 이루어지는 지역에서는 지하수위 변화와 지반침하를 최소화하기 위한 흙막이 벽체 공법 선정이 매우 중요하다. 이러한 측면에서 CIP 공법의 단점을 보완할 수 있는 SPW 공법은 국내 흙막이 벽체 시공 시 점차 증가하는 추세이다. 이러한 여건을 고려하여 본 연구에서는 SPW 공법의 설계요소와 흙막이 벽체의 구조적 안정요소간 상호 특성에 대하여 연구하였다. 여기서, 흙막이 벽체의 설계요소는 말뚝 간 겹침길이, 말뚝직경, H형강 보강재 규격이며 이에 따른 흙막이 벽체의 구조적 안정요소는 흙막이 벽체의 휨응력, 전단응력, 수평변위, 콘크리트 강도이다. 연구 결과 H형강 보강재의 부재력에 큰 영향을 미치는 설계요소는 말뚝직경과 H형강 보강재 규격이며, 수평변위에 큰 영향을 미치는 설계요소는 말뚝직경과 말뚝 간 겹침길이인 것으로 나타났다. 또한, 콘크리트 강도에 큰 영향을 미치는 설계요소는 말뚝직경과 H형강 보강재 규격인 것으로 나타났다.

냉음극을 이용한 plasma전자 beam의 전기적 입력특성 II

  • 전춘생;김상현;이보호
    • 전기의세계
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    • 제27권6호
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    • pp.49-53
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    • 1978
  • This paper investigates on the electric input characterisitcs of plasma electron beam in H$_{2}$ gas chamber with various pressures, effected by the shape and dimension of hollow screen cathode during electron beam is formed. The result are as follows: (1)Electron beam is formed in the region of positive resistance on the characteristic curve which shows the relation between the voltage and current of electron beam, independent of the shape and dimension of hollow screen cathode. (2)At a given electron beam current, electron beam voltage increases with the decreases of hollow screen cathode length and screen mesh number of it. (3)At a given electron beam current, electron beam voltage increases with the diameters of hollow screen cathode and electron beam hole of it.

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현대식 Rock TBM에서 가압형 링빔의 효과 연구: I. 수치해석적 연구 (Effect of utilizing pressurized ring beam system in modern rock TBM: I. Numerical study)

  • 곽윤석;강기돈;김도훈;이인모
    • 한국터널지하공간학회 논문집
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    • 제14권1호
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    • pp.55-77
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    • 2012
  • 현대식 Rock TBM공법은 TBM에 의한 굴착과 지반 타입에 따른 능동적인 지보가 어우러진 공법으로 세그먼트를 사용하지 않고 숏크리트, 링빔, 록볼트, 와이어매쉬 등의 지보재에 의해 터널을 지보한다. 현대식 Rock TBM에서 사용되는 링빔은 H-형강을 사용하여 NATM의 강지보재와 유사하나 원형으로 완전히 폐합되어 설치됨에 따라 강지보재보다 더 효과적이다. 따라서 현대식 Rock TBM에서 링빔은 터널의 안정성 향상에 기여하는 바가 크며, 본 연구에서 소개하는 가압형 링빔(pressurized ring beam)은 그 효과를 더욱 향상 시킬 수 있다. 가압형 링빔의 효과를 검증하기 위해 3차원 수치해석을 수행하였으며 그 결과 최소주응력 증가, 과대변위를 발생시키는 소성변형률의 감소, 링빔 설치 후 발생하는 변위인 상대변위감소 그리고 링빔 간격 증가 효과를 확인하였다.

강관 보강형 충전 각형강관 기둥-보 플랜지 접합부의 인장거동에 관한 실험적 연구 (Tensile Behavior of Concrete-Filled Square Steel Tubular Column-Beam Flange Connections with Stiffeners)

  • 유영찬;강현식;문태섭
    • 한국강구조학회 논문집
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    • 제13권1호
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    • pp.1-8
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    • 2001
  • 본 연구는 콘크리트충전 각형강관을 이용한 기둥-H형 보 접합부에 있어서 시공성과 충전성을 고려하여 강관 기둥을 외부에서 보강한 충전 각형강관 기둥-H형강보접합부를 개발하고자 하며 이러한 접합방식 개발을 위한 기초적 연구로 보의 인장플랜지와 강관기둥 접합부의 인장거동을 실험적으로 관찰하여 제시한 접합부의 내력 및 변형 특성을 파악한다. 시험체의 변수는 각형강관 기둥의 보강 두께(T=9, 18, 27mm)와 높이(H=50, 80mm)로 계획하여 총 4개의 시험체를 제작하였다. 접합부의 항복내력의 평가로 항복선 이론을 적용한 기존의 연구를 수정하여 실험치와 비교한 결과 비교적 좋은 대응을 나타냈다. 본 연구의 접합방식은 외부에서 강관 기둥을 보강하는 간단한 방법으로 보붕괴형의 강접합을 얻을 수 있으며, 콘크리트 충전성을 확보할 수 있어 시공성에 있어서 장점으로 인정된다. 강관기둥의 두께가 8mm 인 것을 고려하면 실제 구조물의 설계에 적용할 수 있는 가능성이 있는 것으로 판단되며, 구체적인 설계방법을 위해서는 추치해석적인 방법에 의한 연구와 보완적인 실험이 필요한 것으로 생각된다.

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축력을 받는 충전콘크리트 각형강관과 콘크리트-H형강 합성보 접합부의 유한요소 모델링에 관한 연구 (An Investigation into the Finite Element Modeling of Connections of Composited H-Beams and Concrete Filled S.H.S Columns Subjected to Compression)

  • 이종석;윤영조;김승현
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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    • pp.230-238
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    • 1996
  • Recently, square hollow section (S.H.S) is frequently used for column and H-section for beam of steel building structures. The connection between S.H.S column and H-beam is found to weaken the rotational restraint of the joint. Several types of detail to overcome the problem have been suggested for the connection between concrete filled S.H.S column and concrete composited H-bean In this paper, modelling technique to monitor the behavior of the connections is proposed. Then, Drucker-Prager yield criteria is introduced to simulate yield behavior of in-fill concrete while Von-Mises was used in earlier works. Gap-elements are also introduced to simulate the interaction between S.H.S columns and the in-fill concrete as in privious papers. axial forces are applied to S.H.S columns and made to vary in intensity and eccentricity.

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Electric field distribution and discharge characteristics in accordance with various ITO electrode structures in AC-PDP

  • Cho, Seok-H.;Oh, P.Y.;Kim, J.H.;Hong, Y.J.;Kwon, G.C.;Cho, G.S.;Choi, E.H.
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2008년도 International Meeting on Information Display
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    • pp.396-399
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    • 2008
  • In this study, the electric field distributions have been investigated by simulation in accordance with the various shapes of ITO-electrodes. Also we have measured the density of excited Xe atoms in the 1s5 state in discharge cell, where the gap distance of 60 um, gas pressure of 400 Torr, Xe contents of 7%, and sustaining voltage of 200 V are kept in this experiment. The maximum density of excited Xe atoms in the 1s5 state in a discharge cell for the fish-boned, T shaped and squared ITO electrodes have been measured to be $3.01\;{\times}\;10^{13}\;cm^{-3}$, $2.66\;{\times}\;10^{13}\;cm^{-3}$ and $2.06\;{\times}\;10^{13}\;cm^{-3}$, respectively. It is shown that the electric field distribution with different ITO Electrodes is essential factor for these maximum density of excited Xe atoms in discharge cell.

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