• 제목/요약/키워드: Structural weight

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자동차 시트 프레임의 경량화 설계에 관한 연구 (A Study on the Lightweight Design of a Seat Frame in Automotive Vehicles)

  • 최금호
    • 한국생산제조학회지
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    • 제8권5호
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    • pp.83-89
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    • 1999
  • A seat frame structure in automotive vehicles made of polymer matrix composite to achieve weight reduction at low cost was developed. In order to design and manufacture the actual product studies on material selection and structural analysis were performed. Structural analysis was performed with a finite element method. The analysis was done for several cases suggested in various safety regulations. Each results was utilized to modify the actual shape to obtain a lighter, safer and more stable design. The final design was used to produce a sample bottom plate of the seat structure with reinforced by X-shape frame. Substitution of the material resulted in a weight reduction effect with equivalent strength fatigue and impact characteristics.

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Rao-3 algorithm for the weight optimization of reinforced concrete cantilever retaining wall

  • Kalemci, Elif N.;?kizler, S. Banu
    • Geomechanics and Engineering
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    • 제20권6호
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    • pp.527-536
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    • 2020
  • The paper represents an optimization algorithm for reinforced concrete retaining wall design. The proposed method, called Rao-3 optimization algorithm, is a recently developed algorithm. The total weight of the steel and concrete, which are used for constructing the retaining wall, were chosen as the objective function. Building Code Requirements for Structural Concrete (ACI 318-05) and Rankine's theory for lateral earth pressure were considered for structural and geotechnical design, respectively. Number of the design variables are 12. Eight of those express the geometrical dimensions of the wall and four of those express the steel reinforcement of the wall. The safety against overturning, sliding and bearing capacity failure were regarded as the geotechnical constraints. The safety against bending and shear failure, minimum and maximum areas of reinforcement, development lengths of steel reinforcement were regarded as structural constraints. The performance of proposed algorithm was evaluated with two design examples.

승용차 시트프레임의 구조설계에 관한 연구 (A Study on the Structural Design of a Seat frame in Automotive Vehicles)

  • 김홍건;조영태;최금호;이병휘
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1999년도 춘계학술대회 논문집
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    • pp.159-163
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    • 1999
  • A seat frame structure in automotive vehicles made of polymer matrix composite to achieve weight reduction at low cost was developed. In order to design and manufacture the actual product, studies on material selection, and structural analyses were performed. Structural analyses were performed with a finite element analysis. Analyses were done for several cases suggested in various safety regulations of FMVSS(Federal Motor Vehicle Safety Standards). Each result was utilized to modify the actual shape to obtain a lighter, safer and more stable design. The final design was used to produce a sample bottom plate of the seat structure. Substitution of the material resulted in a weight reduction effect with equivalent strength, fatigue and impact characteristics. Furthermore, several effects from the replacement of the material besides weight reduction were also examined.

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한국형발사체 경량화를 통한 궤도 투입성능 예측 (Estimation of Orbit Injection Performance with Weight Lightening of KSLV-II)

  • 김혜성;양성민;오세종;최정열
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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    • pp.764-765
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    • 2017
  • 발사체 경량화에 따른 한국형발사체 발사성능 해석을 위해 3 자유도 모델을 이용한 궤적계산 프로그램을 작성하였다. 이를 이용하여 단 별 구조비 감소에 따른 태양동기궤도 투입성능을 추정하였으며, 성능 지표는 투입 가능한 탑재체 무게를 기준으로 하였다. 구조비를 Angara 로켓과 유사한 수준까지 경량화 할 경우 목표 궤도에 2.58 ton을 투입할 수 있을 것으로 보인다.

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다구찌법을 이용한 마그네트 천장크레인의 경량화를 위한 최적설계 (Optimal Design for Weight Reduction of Magnet Over Head Crane by using Taguchi method)

  • 홍도관;최석창;안찬우
    • 한국정밀공학회지
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    • 제20권3호
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    • pp.50-57
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    • 2003
  • In this study, the structural optimal design was applied to the girder of over head crane. The optimization was carried out using ANSYS code fur the deadweight of girder, especially focused on the thickness of its upper, lower, reinforced and side plates. The weight could be reduced up to around 15% with constraints of its deformation, stress and buckling strength. The structural safety was also verified by the buckling analysis of its panel structure. It might be thought to be very useful to design the conventional structures fur the weight save through the structural optimization. The objective function and restricted function were estimated by the orthogonal array, and the sensitivity analysis of design variable fur that was operated.

멀티콥터 초기 사이징을 위한 기체 구조 중량 예측 기법 (Airframe Weight Estimation Method for Initial Sizing of Multicopter)

  • 장병욱;황인성;김민우;이보성;정용운;강왕구
    • 한국항공우주학회지
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    • 제46권9호
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    • pp.723-734
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    • 2018
  • 20kg 미만의 중소형 멀티콥터의 초기 사이징 과정에서 적용 가능한 기체 구조 중량 예측에 관한 연구를 소개한다. 임무장비를 제외하고 멀티콥터는 기체 구조, 모터, 프로펠러, 배터리 등으로 구성되는데, 모터, 프로펠러, 배터리 등의 중량은 설계변수에 따른 추세선을 통해 추정이 가능하다. 하지만 기체 구조 중량은 멀티콥터의 형상과 설계 개념이 다양하고, 대부분의 상용 제품들이 기체 구조 중량 데이터를 제공하지 않기 때문에 추세선을 통해 예측할 수 없다. 본 논문에서는 기본적인 멀티콥터 형상을 정의하고 멀티콥터 사이징 초기 단계에서 결정되는 프로펠러 개수와 직경을 통해 멀티콥터 기체 구조 중량을 추정하는 방법을 제안하였다. 제안한 방법은 구조 중량이 제시된 멀티콥터 제품들을 통해 검증하여 그 유용성을 확인하였다.

Behavior of one way reinforced concrete slabs with styropor blocks

  • Al-Azzawi, Adel A.;Abbas, J;Al-Asdi, Al-Asdi
    • Advances in concrete construction
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    • 제5권5호
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    • pp.451-468
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    • 2017
  • The problem of reducing the self-weight of reinforced concrete structures is very important issue. There are two approaches which may be used to reduced member weight. The first is tackled through reducing the cross sectional area by using voids and the second through using light weight materials. Reducing the weight of slabs is very important as it constitutes the effective portion of dead loads in the structural building. Eleven slab specimens was casted in this research. The slabs are made one way though using two simple supports. The tested specimens comprised three reference solid slabs and eight styropor block slabs having (23% and 29%) reduction in weight. The voids in slabs were made using styropor at the ineffective concrete zones in resisting the tensile stresses. All slab specimens have the dimensions ($1100{\times}600{\times}120mm$) except one solid specimens has depth 85 mm (to give reduction in weight of 29% which is equal to the styropor block slab reduction). Two loading positions or cases (A and B) (as two-line monotonic loads) with shear span to effective depth ratio of (a/d=3, 2) respectively, were used to trace the structural behavior of styropor block slab. The best results are obtained for styropor block slab strengthened by minimum shear reinforcement with weight reduction of (29%). The increase in the strength capacity was (8.6% and 5.7%) compared to the solid slabs under loading cases A and B respectively. Despite the appearance of cracks in styropor block slab with loads lesser than those in the solid slab, the development and width of cracks in styropor block slab is significantly restricted as a result of presence a mesh of reinforcement in upper concrete portion.

Structure-Control Combined Design with Structure Intensity

  • PARK JUNG-HYEN;KIM SOON HO
    • 한국해양공학회지
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    • 제17권5호
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    • pp.57-65
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    • 2003
  • This paper proposes an optimum design method of structural and control systems, using a 2-D truss structure as an example. The structure is subjected to initial static loads and disturbances. For the structure, a FEM model is formed. Using modal transformation, the equation of motion is transformed into modal coordinates, in order to decrease D.O.F. of the FEM model. To suppress the effect of the disturbances, the structure is controlled by an output feedback $H_{\infty}$ controller. The design variables of the combined optimal design of the control-structure systems are the cross sectional areas of truss members. The structural objective function is the structural weight. The control objective function is the $H_{\infty}$ norm, the performance index of control. The second structural objective function is the energy of the response related to the initial state, which is derived from the time integration of the quadratic form of the state in the closed-loop system. In a numerical example, simulations have been perform. Through the consideration of structural weight and $H_{\infty}$ norm, an advantage of the combined optimum design of structural and control systems is shown. Moreover, since the performance index of control is almost nearly optimiz, we can acquire better design of structural strength.

Structure-Control Combined Design with Structure Intensity

  • Park, Jung-Hyen;Kim, Soon-Ho
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제6권1호
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    • pp.60-68
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    • 2003
  • This paper proposes an optimum design method of structural and control systems, using a 2-D truss structure as an example. The structure is subjected to initial static loads and disturbances. For the structure, a FEM model is formed. Using modal transformation, the equation of motion is transformed into modal coordinates, in order to decrease D.O.F. of the FEM model. To suppress the effect of the disturbances, the structure is controlled by an output feedback $H_{\infty}$ controller. The design variables of the combined optimal design of the control-structure systems are the cross sectional areas of truss members. The structural objective function is the structural weight. The control objective function is the $H_{\infty}$ norm, the performance index of control. The second structural objective function is the energy of the response related to the initial state, which is derived from the time integration of the quadratic form of the state in the closed-loop system. In a numerical example, simulations have been perform. Through the consideration of structural weight and $H_{\infty}$ norm, an advantage of the combined optimum design of structural and control systems is shown. Moreover, since the performance index of control is almost nearly optimiz, we can acquire better design of structural strength.

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Box형 차체의 하부구조를 소재대체 한 하이브리드형 차체의 경량화 설계 연구 (A Study on Weight-reduction Design of a Hybrid Bodyshell Made by Substituting Underframe Material in a Box-type Carbody)

  • 조정길;구정서;정현승
    • 한국자동차공학회논문집
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    • 제19권5호
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    • pp.100-112
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    • 2011
  • This paper studied on a theoretical approach to predict structural performances and weight -reduction rates of hybrid bodyshells in case that the material of underframe structure is substituted. To choose other light-weight materials to be substituted for the original underframe material, compressive, bending and twisting deformations are considered under constant stiffness and strength conditions, which derive some new weight-reduction indices from a structural performance point of view. Next, these weight-reduction indices were verified using the finite element analyses of some simplified examples. It is shown that the derived indices to estimate the weight-reduction can be utilized as a good criterion for material substitution of the underframe at a basic design stage.