• 제목/요약/키워드: Thickness of Web

검색결과 200건 처리시간 0.022초

마그네트론 양극 성형공정의 UBET해석 및 모형실험 (UBET Analysis and Model Test of the Forming Process of Magnetron Anode)

  • Jo, K.H.;Bae, W.B.;Yang, D.Y.
    • 한국정밀공학회지
    • /
    • 제12권9호
    • /
    • pp.126-136
    • /
    • 1995
  • Copper magnetron anode of a microsave-over consists of an cylindrical outer-tube and various inner-vanes. The magnetron anode is produced by the complex processes; vane blanking, pipe cutting and silver-alloy brazing of vanes. Recently, the backward extrusion process for forming vanes has been developed to avoid the complex procedures. The developed process is analyzed by using upper-bound elemental technique (UBET). In the UBET analysis, the upper-bound load, the configuration and the vane-height of final extruded product are determined by minimizing the roral power consumption with repect to chosen parameters. To verify theoretical analysis, experiments have been carried out with pure plasticine billets at room temperature, using different web-thickness and number of vanes. The theoretical predictions both for forming load and vane-height are in reasonable agreement with the experimental results.

  • PDF

최적 단면 치수를 가지는 복합재료 U-Beam의 설계 (Design of composite channel section beam for optimal dimensions)

  • 이헌창;전흥재;박지상;변준형
    • 한국복합재료학회:학술대회논문집
    • /
    • 한국복합재료학회 2002년도 추계학술발표대회 논문집
    • /
    • pp.276-279
    • /
    • 2002
  • A problem formulation and solution for design optimization of laminated composite channel section beam is presented in this study. The objective of this study is the determination of optimum section dimensions of composite laminated channel section beam which has equivalent flexural rigidities to flexural rigidities of steel channel section beam. The analytical model is based on the laminate theory and accounts for the material coupling for arbitrary laminate stacking sequence configuration. The model is used to determine the optimal section dimensions of composite channel section beam. The web height, flange width and thickness of the beam are treated as design variables. The solutions described are found using a global search algorithm, Genetic Algorithms (GA).

  • PDF

Ultimate load behaviour of tapered steel plate girders

  • Shanmugam, N.E.;Min, Hu
    • Steel and Composite Structures
    • /
    • 제7권6호
    • /
    • pp.469-486
    • /
    • 2007
  • The paper is concerned with the behavior of tapered steel plate girders, primarily subjected to shear loading; experimental as well as finite element results obtained from the studies are presented in this paper. In the experimental study, 11 large-scale girders, one of uniform section and 10 tapered, were tested to failure and all girders were analysed by finite element method. The results are compared and the accuracy of the finite element modeling established. A parametric study was carried out with thickness of web, loading direction and taper angle as parameters. An analytical model, based on Cardiff model for girders of uniform cross-section, is also proposed in the paper.

마그네트론 양극의 온간성형 공정의 UBET해석 (A UBET Analysis of The Warm Forming Process of Magnetron Anode)

  • 조관형;배원병;김영호;양동열
    • 한국정밀공학회:학술대회논문집
    • /
    • 한국정밀공학회 1995년도 춘계학술대회 논문집
    • /
    • pp.204-208
    • /
    • 1995
  • Copper magnetron anode of a microwave-oven consists of an cylindrical outer-tube and various inner-vanes. The magnetron anode is produced by the complex process ; vane blanking, pipe cutting and sliver-alloy brazing of vanes. Recently, the backward extrusion process for forming vanes has been developed to avoid the complex procedures. The developed process is analyzed by using upper-bound elemental technique(UBET). In the UBET analysis, the upper-bound load, the configuration and the vane-height of final extruded product are determined by minimizing the total power consumption with respect to chosen parameters. To verify theoretical analysis, experiments have been carried out with pure plasticine billets at room temperature, using different web-thickness and number of vanes. The theoretical predictions both for forming load and vane-height are in reasonable agreement with the experimental results.

  • PDF

Structural Design of Medium Scale Composite Wind Turbine Blade

  • Kong, Chang-Duk;Kim, Jong-Sik
    • International Journal of Aeronautical and Space Sciences
    • /
    • 제1권1호
    • /
    • pp.92-102
    • /
    • 2000
  • In this study, the 750kW medium scale composite blade for the horizontal axis wind turbine system was designed and manufactured, and it was tested and evaluated by the specific structural test rig. In the test, it was found that local bucklings at the trailing edge of the blade and excessive deflections at the blade tip were happened. In order to solve these problems, the design of blade structure was modified. After improving the design, the abrupt change of deflection at the blade tip was reduced by smooth variation of the spar thickness and the local buckling was removed by extending the web length. The modified design was analyzed by the FEM, the safety and stability of the blade structure. And Fatigue life over 20 years was confirmed by using S-N linear damage method, Spera's method, etc.

  • PDF

A New Species in the Family Irciniidae(Demospongiae: Dictyoceratida) from Korea

  • Sim, Chung-Ja;Lee, Kyung-Jin
    • Animal cells and systems
    • /
    • 제6권4호
    • /
    • pp.283-285
    • /
    • 2002
  • Sponges of the family Irciniidae are poorly known in Korean waters. This paper describes a new species of new genus, Bergquistia coreana n. sp. in the family Irciniidae (Demospongiae: Dictyoceratida) from Jejudo Island, Korea from 1998 to 1999. Bergquistra n. gen. is characterized by extremely simple fasciculated and uncored primary fibres. However, in the choano-somal region, primary fibres are made of wider clear web. Secondary fibres form a very thin regular uncored network. The sponge surface has thick and regular conules. The colour is beige throughout the sponge, and the texture is slightly hard and compressible. Thickness of filament is variable.

Optimized stiffener detailing for shear links in eccentrically braced frames

  • Ozkilic, Yasin O.
    • Steel and Composite Structures
    • /
    • 제39권1호
    • /
    • pp.35-50
    • /
    • 2021
  • Eccentrically braced frames (EBFs) are utilized as a lateral resisting system in high seismic zones. Links are the primary source of energy dissipation and they are exposed to high deformation, which may lead to buckling. Web stiffeners were introduced to prevent buckling of shear link. AISC 341 provides the required vertical stiffeners for a shear link. In this study, different stiffener configurations were examined. The main objective is to improve the behavior of short links using different stiffener configurations. Pursuant to this goal, a comprehensive numerical study is conducted using ABAQUS. Shear links with different stiffener configurations were subjected to cyclic loading using loading protocol mandated by AISC 341. The results are compared in terms of energy dissipation and shear capacities and rupture index. The proposed stiffener configurations were further verified with different link length ratios, I-shapes and thickness of stiffener. Based on the results, the stiffener configuration with two vertical and two diagonal stiffeners perpendicular to each other is recommended. The proposed stiffener configuration can increase the shear capacity, energy dissipation capacity and the ratio of energy/weight up to 27%, 38% and 30%, respectively. Detailing of the proposed stiffener configuration is presented.

종방향 압축하중을 받는 선체 유공보강판의 최종강도 거동에 관한 연구 (Ultimate Strenth Behaviour for Perforated Stiffened Panels under Longitudinal Compressive Load)

  • 고재용;박주신;이계희
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
    • /
    • pp.592-600
    • /
    • 2005
  • Ship have cutout inner bottom and girder and floor etc. Ship's structure is used much, and structure strength must be situated, but establish new concept when high stress interacts sometimes fatally the area. There is no big problem usually by aim of weight reduction, a person and change of freight, piping etc.. Because cutout's existence grow up in this place, and elastic buckling strength by load causes large effect in ultimate strength. Therefore, stiffened perforated plate considering buckling strength and ultimate strength is one of important design criteria which must examine when decide structural concept at initial design. Therefore, md, reasonable buckling strength about stiffened perforated plate need to ultimate strength limited design . Calculated ultimate strength varied several web height and cutout's dimension, and thickness in this investigated data. Used program(ANSYS) applied F.E.A code based on finite element method

  • PDF

지관이 회전되고 주관 웨브 보강한 각형강관 T형 접합부의 거동에 관한 연구 (The behavior of branch-rotated and chord web-stiffened T-joints in Cold-formed Square Hollow Sections)

  • 박금성;배규웅;정상민;강석규;문태섭
    • 한국강구조학회 논문집
    • /
    • 제15권6호통권67호
    • /
    • pp.673-681
    • /
    • 2003
  • 본 논문은 냉간성형 각형강관 T형 접합부의 최대내력에 관한 실험 연구이다. 새로운 접합부로 지관을 트러스 평면에 대해 $45{^{\circ}}$회전시켜서 주관에 용접하고 주관 웨브 측면에는 플레이트로 보강한 형상을 연구 대상으로 설정하였다. $16.7{\leq}2{\gamma}(B/T){\leq}33.3$이고 $0.63{\leq}{\beta}(b1/B){\leq}0.7$ 범위의 지관 $45{^{\circ}}$회전시킨 T형 접합부에 대하여, 기존 최대내력식과의 비교 검토를 통하여 웨브 측면 보강에 따른 내력증대 및 파괴모드의 변화 등에 대하여 실험을 통해 조사하고자 한다. 실험결과, 보강판 두께 증가에 따라 보강 실험체의 접합부 내력이 상승하는 것으로 나타났다. $2{\gamma}=33.3$이고 플레이트로 웨브 보강한 실험체는는 접합부 파괴모드가 플랜지 파괴(M2)에서 복합파괴(M3) 형태로 전환되었으며, $2{\gamma}=16.7$이고 플레이트로 웨브 보강한 실험체에서는 웨브파괴(M1)에서 플랜지파괴(M2)로 지배 파괴모드가 변화하는 것으로 나타났다.

The Anconeus Muscle Free Flap: Clinical Application to Lesions on the Hand

  • Jeon, Byung-Joon;Jwa, Seung Jun;Lee, Dong Chul;Roh, Si Young;Kim, Jin Soo
    • Archives of Plastic Surgery
    • /
    • 제44권5호
    • /
    • pp.420-427
    • /
    • 2017
  • Background It can be difficult to select an appropriate flap for various defects on the hand. Although defects of the hand usually must be covered with a skin flap, some defects require a flap with rich blood supply and adequate additive soft tissue volume. The authors present their experience with the anconeus muscle free flap in the reconstruction of various defects and the release of scar contractures of the hand. Methods Ten patients underwent reconstruction of the finger or release of the first web space using the anconeus muscle free flap from May 1998 to October 2013. Adequate bed preparations with thorough debridement or contracture release were performed. The entire anconeus muscle, located at the elbow superficially, was harvested, with the posterior recurrent interosseous artery as a pedicle. The defects were covered with a uniformly trimmed anconeus muscle free flap. Additional debulking of the flap and skin coverage using a split-thickness skin graft were performed 3 weeks after the first operation. Results The average flap size was $18.7cm^2$ (range, $13.5-30cm^2$). All flaps survived without significant complications. Vein grafts for overcoming a short pedicle were necessary in 4 cases. Conclusions The anconeus muscle free flap can be considered a reliable reconstructive option for small defects on the hand or contracture release of the web space, because it has relatively consistent anatomy, provides robust blood supply within the same operative field, and leads to no functional loss at the donor site.