• 제목/요약/키워드: Stiffener

검색결과 435건 처리시간 0.023초

Buckling of insulated irregular transition flue gas ducts under axial loading

  • Ramadan, H.M.
    • Structural Engineering and Mechanics
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    • 제43권4호
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    • pp.449-458
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    • 2012
  • Finite element buckling analysis of insulated transition flue ducts is carried out to determine the critical buckling load multipliers when subjected to axial compression for design process. Through this investigation, the results of numerical computations to examine the buckling strength for different possible duct shapes (cylinder, and circular-to-square) are presented. The load multipliers are determined through detailed buckling analysis taking into account the effects of geometrical construction and duct plate thickness which have great influence on the buckling load. Enhancement in the buckling capacity of such ducts by the addition of horizontal and vertical stiffeners is also investigated. Several models with varying dimensions and plate thicknesses are examined to obtain the linear buckling capacities against duct dimensions. The percentage improvement in the buckling capacity due to the addition of vertical stiffeners and horizontal Stiffeners is shown to be as high as three times for some cases. The study suggests that the best location of the horizontal stiffener is at 0.25 of duct depth from the bottom to achieve the maximum buckling capacity. A design equation estimating the buckling strength of geometrically perfect cylindrical-to-square shell is developed by using regression analysis accurately with approximately 4% errors.

Numerical study of steel box girder bridge diaphragms

  • Maleki, Shervin;Mohammadinia, Pantea;Dolati, Abouzar
    • Earthquakes and Structures
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    • 제11권4호
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    • pp.681-699
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    • 2016
  • Steel box girders have two webs and two flanges on top that are usually connected with shear connectors to the concrete deck and are also known as tub girders. The end diaphragms of such bridges comprise of a stiffened steel plate welded to the inside of the girder at each end. The diaphragms play a major role in transferring vertical and lateral loads to the bearings and substructure. A review of literature shows that the cyclic behavior of diaphragms under earthquake loading has not been studied previously. This paper uses a nonlinear finite element model to study the behavior of the end diaphragms under gravity and seismic loads. Different bearing device and stiffener configurations have been considered. Affected areas of the diaphragm are distinguished.

A Study on the Ultimate Strength Behaviour of Stiffened Plate according to the Stiffener Section

  • Ko Jae-Yogn;Park Joo-Shin;Park Sung-Hyeon
    • 해양환경안전학회:학술대회논문집
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    • 해양환경안전학회 2004년도 춘계학술발표회
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    • pp.113-119
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    • 2004
  • A steel plated is typically composed of plate panels. The overall failure of the structure is certainly affected and can be governed by the bulking and plastic collapse of these individual members In the ultimate limit state design. therefore. a primary task is to accurately calculate the budding and plastic collapse strength of such structural members. Structural elements making up steel palated structures do not work separately. resulting in high degree of redundancy and complexity in contrast to those of steel framed structures. To enable the behavior of such structures to be analyzed, simplifications or idealizations must essentially be made considering the accuracy need and degree of complexity of the analysis to be used Generally the more complex the analysis the greater is the accuracy that may be obtained. The aim of this study is the investigation of the effect of the tripping behaviour including section characteristic for a plate under uniaxial compression.

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GFRP-데크플레이트로 보강한 합성 슬래브의 휨성능 평가에 관한 실험적 연구 (Experimental Study on Flexural Performance of Composite Slabs Reinforced with GFRP-Deckplate)

  • 최봉섭
    • 한국산학기술학회논문지
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    • 제10권1호
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    • pp.165-170
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    • 2009
  • 본 논문은 GFRP-데크와 콘크리트를 합성한 1방향 슬래브 시스템을 제안하고자 기존의 철근트러스-데크 합성슬래브와의 비교실험을 통하여 휨성능에 대한 구조실험을 수행하였다. 실험결과 휨성능은 제안된 GFRP 합성슬래브의 시험체들이 비교시험체들 보다 우수하게 나타나, 재료의 적절한 품질관리가 이루어진다면 GFRP가 갖고 있는 내부식성의 장점을 살릴 수 있는 배기가스나 염분에 많이 노출된 건축물에 매우 효과적으로 적용할 수 있을 것으로 판단된다.

파라메트릭 메크로를 이용한 스티프너 생성 및 네스팅에 관한 연구 (A study on the Generating Stiffener and Nesting Using the Parametic Macro)

  • 박제웅;한창봉
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 1998년도 제11회 학술강연회논문집
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    • pp.18-18
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    • 1998
  • 현재 대형 조선소에서는 선박에 사용하고 있는 수많은 부재들을 고가이고, 고급인력을 필요로 하는 WORK-STATION에서 구동되는 대형의 선박전용 프로그램 등에 의하여 부재생성 및 네스팅을 하고 있다 그러나 중소형 조선소의 경제적, 기술적인 사정으로 고가의 장비와 고급인력의 확보가 어려운 실정이다. 따라서 본 연구에서는 널리 보급되어 있는 PC에서 사용 가능한 파라매트의 매크로에 의한 부재생성과 부재의 스트리핑 프로그램을 개발하였다. 본 논문의 주요 내용은 다음과 같다. 첫째, 파라매트릭 매크로기법을 이용하여 빠르고 정확하게 스티프너를 생성하기 위하여 라이브러리를 구축하고, 생성된 스티프너를 확인할 수 있는 프로그램을 개발하였다. 둘째, 스티프너들을 강재의 효율이 좋게 배치하기 위하여 AUTO, INSERT, DELETE, MOVE 기능이 포함된 자동배치 프로그램을 개발하였다. 셋째, 구축된 부재외형들을 라이브러리에 등록하고, 생성된 부재와 강재에 배치된 부재들의 관리를 위하여 데이터베이스 프로그램을 개발하였다. 개발된 프로그램에 의하여 중소형 조선소에서도 컴퓨터에 의한 정확한 부재의 생성과 부재의 자동배치에 의하여 강재수율을 높일 수 있을 것으로 사료된다.

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사다리꼴 보강재를 활용한 패널의 최적설계 (Optimal Design of Panel with Trapezoidal Type Stiffeners)

  • 이종선
    • 한국공작기계학회논문집
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    • 제12권6호
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    • pp.71-76
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    • 2003
  • Optimal design of panel with trapezoidal type stiffeners was studied using linear and nonlinear deformation theories. Also analysis method was using closed-form analysis and finite difference energy methods, respectively. Various bucking load factors are obatined for stiffened laminated composite panel with trapezoidal type stiffeners and various aspect ratios, which are made from Carbon/Epoxy USN 125 prepreg and are simply-supported on four edges under uniaxial compression. Optimal design analyses are carried out by the nonlinear search optimizer, ADS.

선체 구성 강판의 종류 및 고유진동수를 고려한 선체의 음향방사효율 추정 (Estimation of the Sound Radiation Efficiency of the Hull Considering the Type and Natural Frequency of Plates of It)

  • 한형석;이경현;박성호
    • 한국소음진동공학회논문집
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    • 제23권12호
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    • pp.1073-1081
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    • 2013
  • The definition of the radiation efficiency is very important to estimated underwater radiated noise of a ship. Considering the structure of the ship, it can be found that the hull of a ship consists of a lot of plates supporting by longitudinal and transverse stiffener. Therefore, various modes of the hull vibration occur related to the combination of these plates including stiffeners. In this paper, the method to define the radiation efficiency is suggested considering the vibration mode of the hull based on Uchida's experimental equation of the radiation efficiency. The suggested method is verified by the experiments with various kinds of naval vessels.

부분기여도함수를 이용한 전술차량 소음원 분석 (Noise-source Analysis of Tactical Vehicle Using Partial Coherence Function)

  • 박성호;이경현;한형석;전수홍
    • 한국소음진동공학회논문집
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    • 제26권7호
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    • pp.774-780
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    • 2016
  • In this paper noise source and transfer path of tactical vehicle are analyzed with partial coherence function and spectrum analysis. Engine, transmission, structure panel and aerodynamic are main source of cabin noise. To reduce cabin noise, identifying transfer path of sources and analyzing their contribution is important. With modeling of transfer path and partial coherence function, transfer path and principal noise source can be identified. Engine/transmission and structural resonance are principal source of low frequency noise and by adding stiffener and sound absorbing material, resonance of vibration and inflow air problem can be solved.

70/15 ton×105 m 레벨러핑 크레인의 구조해석 (Structural Analysis for a 70/15 ton×105 m Level Luffing Crane)

  • 김민생;신유인;송철기
    • 한국정밀공학회지
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    • 제30권9호
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    • pp.983-990
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    • 2013
  • Evaluation of the structural analysis for a 70/15 ton${\times}$105 m LLC (Level Luffing Crane) was conducted with an FEM Tool. Due to a discordance of the modeling and element type, the LLC was progressively analyzed after dividing it into the boom, main structure and rocker. All loads such as slewing, traveling and wind load, etc., that are indicated in the reference standards, were inputted as various severe conditions of the LLC. The deformation, equivalent stress(Von Mises stress), buckling characteristics were evaluated for the LLC structures. The stress concentrated areas over the allowable stress were identified, and reinforcement work was performed with a stiffener.

평판에서 빔 보강재의 결합 위치를 이용한 구조물 변경법 (Structural dynamics modification using position of beam stiffener on plate)

  • Jung, Eui-Il;Park, Youn-Sik
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2002년도 추계학술대회논문초록집
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    • pp.361.2-361
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    • 2002
  • Substructures position is considered as design parameter to obtain optimal structural changes to raise its dynamic characteristics. In conventional SDM (structural dynamics modification) method, the layout of modifying substructures position is first fixed and at that condition the structural optimization is performed by using the substructures size and/or material property as design parameters. But in this paper as a design variable substructures global translational and rotational position is treated. (omitted)

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