• 대한기계학회논문집A
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• 제37권2호
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• pp.265-270
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• 2013

본 논문에서는 Tsai-Wu 파손이론을 적용하여 복합재료 자전거 프레임의 경량화를 위한 강도설계에 대하여 연구하였다. 설계에 있어서 자전거 프레임의 경량화는 중요한 문제이며, 동시에 요구 강도를 만족시켜야 한다. 하중조건으로 유럽표준위원회의 EN14764 규격에 의거하여 페달, 수직, 레벨 하중조건을 적용하였다. 복합재료는 이방성을 가지므로 적절한 적층수 및 적층 순서를 결정하는 것이 중요하다. 따라서 $[0]_{8n}$, $[90]_{8n}$, $[0/90]_{2ns}$, $[{\pm}45]_{2ns}$, $[0/{\pm}45/90]_{ns}$ 의 적층에 대하여 적층수를 변화시켜가며(n=1,2,3,4) 연구를 수행하였다. 연구 결과로부터 하중 조건에 따른 자전거 프레임의 취약부와 취약적층을 확인하였고, $[0/{\pm}45/90]_{3s}$ 이 가장 적절한 적층각 모델임을 제안하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.627-632
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• 2010

Recently the research for lightening the railway vehicle is actively made according to the demand of the environment-friendly technology development contributing to the energy cost reduction and the green growth. The railway vehicle lightweight research is expanded to the load-supporting first structure from the secondary structure which doesn't support the load. After the composite car body development used in the Korean tilting train is completed, the composite bogie frame development in which the weight reduction efficiency is large is progressed. In this paper, distributed strain was monitored when the train load was added to the central part of the composite bogie side-frame. By using the optical fiber which was attached to the lower part of the side-frame and the developed Brillouin correlation domain analysis (BOCDA) system, the strain distribution could be measured with 3cm step over 3m section. This strain distribution was compared with the design value by the FE analysis when the load of 14ton and 18ton added. This experiment can verify the manufactured composite bogie side-frame.

• Steel and Composite Structures
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• 제46권4호
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• pp.497-512
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• 2023

Using light weight concrete as infill material in conventional cold-formed steel (CFS) shear wall systems can considerably increase their load bearing capacity, ductility, integrity and fire resistance. The compressive strength of the filler concrete is a key factor affecting the structural behaviour of the composite wall systems, and therefore, achieving maximum compressive strength in lightweight concrete while maintaining its lightweight properties is of significant importance. In this study a new type of optimum polystyrene lightweight concrete (OPLC) with high compressive strength is developed for infill material in composite CFS shear wall systems. To study the seismic behaviour of the OPLC-filled CFS shear wall systems, two full scale wall specimens are tested under cyclic loading condition. The effects of OPLC on load-bearing capacity, failure mode, ductility, energy dissipation capacity, and stiffness degradation of the walls are investigated. It is shown that the use of OPLC as infill in CFS shear walls can considerably improve their seismic performance by: (i) preventing the premature buckling of the stud members, and (ii) changing the dominant failure mode from brittle to ductile thanks to the bond-slip behaviour between OPLC and CFS studs. It is also shown that the design equations proposed by EC8 and ACI 318-14 standards overestimate the shear force capacity of OPLC-filled CFS shear wall systems by up to 80%. This shows it is necessary to propose methods with higher efficiency to predict the capacity of these systems for practical applications.

• Earthquakes and Structures
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• 제10권1호
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• pp.163-178
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• 2016

Composite Lightweight (CL) insulated walls have gained wide adoption recently because the exterior claddings of steel building frames have their cost effectiveness, good thermal and structural efficiency. To investigate the seismic behavior, lateral stiffness, ductility and energy dissipation of steel frames with the CL infill walls, five one-story one-bay steel frames were fabricated and tested under cyclic loads. Test results showed that the bolted connections allow relative movement between CL infill walls and steel frames, enabling the system to exhibit satisfactory performance under lateral loads. Additionally, it is found that the addition of diagonal steel straps to the CL infill wall significantly increases the initial lateral stiffness, load-carrying capacity, ductility and energy dissipation capacity of the system. Furthermore, the test results indicate that the lateral stiffness values of the frames with the CL infill wall are similar to those of the bare steel frames in large lateral displacement.

• 소성∙가공
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• 제22권1호
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• pp.42-47
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• 2013

The bicycle is one of the most important eco-friendly transport methods which can mitigate global warming. The portability of a bike on public transportation systems is essential for the wide spread use of bicycles by people in urban environments. In this study, a lightweight urban folding bike was developed with careful consideration of the association with public transport. A folding frame using a moving slide link mechanism made from AL6061 is proposed. Numerical analysis was conducted to evaluate structural safety of the bike in both vertical and pedal loading tests. The proposed urban folding bicycle weights only 10kg and summation of its width, length, and height in the folded configuration is under 158cm.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2005년도 추계학술대회 논문집
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• pp.43-45
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• 2005

For application of advanced high strength hot-rolled steels (i.e. DP590, DP780) to automotive lightweight chassis parts, various technologies from design to forming test, optimization of welding condition and investigation of coating properties were tried. The target part of this study was automotive rear sub frame and we could make $16.8\%$ weight reduction by reducing the material thickness and optimizing the design. In addition, the formability and weldability of the newly developed AHSS, DP780, were evaluated.

• Steel and Composite Structures
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• 제24권3호
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• pp.277-285
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• 2017

Single-storey industrial buildings are one of the most often type of structures built among various skeletal framed steel constructions. These metallic buildings offer an exceptional opportunity to minimise the material employed, contributing to a more sustainable construction. In particular, the mansard portal frame is a typology made up of broken beams that involves different lengths and discontinuous slopes. This study aims the weight reduction of the standard mansard portal frame with design purposes by means of varying four parameters: the kink position, the eaves-apex slope, the span and the columns height. In this work, we suggest some guidelines that can improve the economical competitive capabilities of their structural design. In all the cases analysed, the joints of the portal frame are placed over the theoretical non-funicular shape to uniform loads. This allows reducing the bending moment and the shear force, but increasing the axial force. In addition, the performance of mansard and typical pitched portal frames submitted to the same boundary conditions is compared in terms of efficiency in the use of steel. In the large majority of the cases, mansard typologies are lighter than the common pitched frames and, hence, more economical.

• 한국군사과학기술학회지
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• 제13권5호
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• pp.933-940
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• 2010

A numerical analysis for the space frame structure under ballistic and blast loads was performed using LS-DYNA, a commercial code. The space frame structure was developed to be adapted to the ground vehicle in the future and it was designed to build with Al7039 frames and lightweight multi-layered panels for the purpose of weight reduction and shock mitigation. The analyses have done for side impacts by a cylindrical projectile and Comp. C-4 explosive representing major threats to the vehicle. The deformed shape of the panel section and stresses as well as accelerations of the frames calculated from LS-DYNA were compared to the test results to validate the analysis model. The internal energies for panels and frames from LS-DYNA were also compared to each other to discern their role in absorbing the ballistic and blast impact.

• 방송공학회논문지
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• 제13권2호
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• pp.188-199
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• 2008

기존의 부호화 기술은 부호화기의 복잡도가 복호화기에 비해 매우 높은 구조로 이루어져 있다. 하지만 최근에 부호화기 복잡도의 대부분을 차지했던 움직임 예측/보상과정을 없애는 경량화 부호화 구조에 대한 연구가 중요해졌다. Wyner-Ziv 부호화 기술은 이의 대표적인 기술로서 부호화기는 단순히 현재 프레임에 대한 패리티 정보만을 생성하며 프레임 간 유사성을 이용하는 어떠한 처리절차도 행하지 않기 때문에 종래의 기술에 비해 매우 간단한 구조를 갖는다. 하지만 Wyner-Ziv 부호화 구조에서는 잡음이 많은 보조영상을 복호화에 이용 할 경우 채널 코드의 복호화 오류가 발생한다. 이러한 복호화 오류는 특히 영상 간 유사성이 적어 보조정보를 잘 만들 수 없는 경우 더 많이 발생하며 복원된 영상에 마치 Salt & Pepper와 같은 형태의 잡음으로 나타난다. 이러한 잡음은 비록 그 발생빈도가 적더라도 복원된 영상의 주관적인 화질을 상당히 떨어뜨리는 요소로 작용하므로 이전에는 공간적 유사성을 이용하여 이러한 오류를 정정하는 선택적 미디언 필터를 사용한 경량화 부호화 방법을 제안하였었다. 하지만 이전 방법에서는 텍스처가 복잡한 영상의 경우, 필터적용에 따른 텍스처의 손실이 오류정정으로 얻는 이득보다 더 큰 경우가 발생하는 문제점이 있었다. 따라서 본 논문에서는 선택적 미디언 필터에 복원영상과 보조정보 내 잡음에 관한 정보를 제공함으로써 필터링에 따른 텍스처의 손실을 최소화하는 향상된 경량화 부호화 방법을 제안한다. 실험결과는 이전 방법에 비해 최대 0.84dB에 이르는 성능향상을 보였다.

• 한국자동차공학회논문집
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• 제20권3호
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• pp.77-82
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• 2012

It is well known that the targeted fuel efficiency could only be achieved by more than 40% reduction of the vehicle weight through improved design and extensive utilization of lightweight materials. In order to obtain the goal of the weight reduction of automobiles, the researches about lighter and stronger rear sub-frame have been studied without sacrificing the safety of rear sub-frame. In this study, the weight reduction design process of rear sub-frame could be proposed based on the variation of von-Mises stress contour by substituting an AA6061 (aluminum 6061 alloy) having tensile strength of 310 MPa grade instead of SAPH440 steels. In addition, the stress ratio variations (stress over fatigue limit) of the rear sub-frame were examined and compared carefully. It could be reached that this approach method could be well established and be contributed for light-weight design guide and the optimum design conditions of the automotive rear sub-frame development.