• 한국공간구조학회논문집
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• 제11권2호
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• pp.139-149
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• 2011

케이블 구조물은 비교적 가볍고 넓은 공간의 형성이 쉬우나 유연한 특징으로 인해 형상의 제어가 매우 민감하다. 이런 구조물은 여러 이유에서 형상의 보정이 필요하며, 특히 부재 제어량과 어떠한 부재를 제어해야 하는가는 것은 많은 연구자들이 고심하고 있는 문제이다. 따라서 본 논문의 목적은 하중법(Force Method)를 이용해서 형상조절을 위한 변위 제어기법을 연구하는 것이다. 논문은 2장에서는 제어 방정식을 설명하고, 3장에서는 단순 케이블 넷 모델을 이용하여 동시 및 순차제어를 고려해 해석을 수행하고 결과를 고찰한다. 4장에서는 보다 더 복잡한 케이블 돔 구조물에 적용하여 가장 유용한 부재에 대해서 논의 하고, 5장에서 결과를 요약한다.

• 한국강구조학회 논문집
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• 제23권6호
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• pp.715-724
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• 2011

인장구조 시스템에서 구조물의 하중을 지지하는 인장재 사이에 삽입되어 인장력을 조절하는 장치가 턴버클이다. 인장재가 인장구조에서 중요한 부재임에도 불구하고, 현재 인장재에 발생하는 인장력을 경제적이고 간단하게 측정하기 위한 방법이 제안되지 못하였다. 그리하여 인장구조시스템에 작용하는 인장력을 측정하기 위하여 인장력 측정장치를 개발하였다. 본 논문에서는 이론해석과 유한요소해석을 바탕으로 100kN, 200kN, 300kN급 측정한계하중을 가지는 턴버클을 실험하였다. 그 결과 이론적 해석, 유한요소해석, 실험결과는 대체로 일치하는 것으로 나타났다. 또한 유한요소해석에 의한 측정용 턴버클의 극한강도를 조사해보면, 측정한계하중의 5배 이상의 과하중에서도 충분한 안전성을 확보하고 있음을 확인할 수 있었다.

• Structural Engineering and Mechanics
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• 제81권3호
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• pp.349-365
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• 2022

Steel fibre-reinforced concrete (SFRC) is an emerging class of composite for construction. However, a reliable method to assess the flexural behaviour of SFRC structural member is in lack. An analytical technique is proposed for determining the moment-curvature response of concrete beams reinforced with steel fibres and longitudinal bars (R/SFRC members). The behaviour of the tensile zone of such members is highly complex due to the interaction between the residual (tension softening) stresses of SFRC and the tension stiffening stresses. The current study suggests a transparent and mechanically sound method to combine these two stress concepts. Tension stiffening is modelled by the reinforcement-related approach assuming that the corresponding stresses act in the area of tensile reinforcement. The effect is quantified based on the analogy between the R/SFRC member and the equivalent RC member having identical geometry and materials except fibres. It is assumed that the resultant tension stiffening force for the R/SFRC member can be calculated as for the equivalent RC member providing that the reinforcement strain in the cracked section of these members is the same. The resultant tension stiffening force can be defined from the moment-curvature relation of the equivalent RC member using an inverse technique. The residual stress is calculated using an existing model that eliminates the need for dedicated mechanical testing. The proposed analytical technique was validated against test data of R/SFRC beams and slabs.

• 한국공간구조학회논문집
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• 제3권4호
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• pp.69-76
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• 2003

In case of rectangular latticed pattern which shearing rigidity is very small, it has a concern to drop Buckling-strength considerably by external force. So, by means of system to increase buckling-strength, there is a method of construction that lattice of dome is reinforced by braced member. In a case like this, shearing rigidity of braced member increase buckling-strength of the whole of structure and can be designed economically from the viewpoint of practice. Therefore, this paper is aimed at investigating how much does rigidity of braced member united with latticed member bearing principal stress of dome increase buckling-strength of the whole of structure. the subject of study is rectangular latticed domes that are a set of 2-way lattice dome which grid is simple and number of member gathering at junction is small. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems.

• Wind and Structures
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• 제37권5호
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• pp.347-359
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• 2023

The along-wind coefficient is the key parameter for wind load calculations in tower crane structure design. It is often calculated using overall parameter characteristics, which may lead to inaccurate results. In this study, six types of tower masts and four types of tower jibs with different overall structural characteristics and member characteristics are established. Through wind tunnel force tests and CFD numerical simulation, the along-wind coefficient of the overall structure and each member are obtained. Based on the characteristics of the slenderness ratio and spacing ratio of the members, a mathematical model for calculating the along-wind coefficient of the tower crane structure is proposed. The calculated results are in accordance with the wind tunnel test results. The maximum relative error is -6.25%, and the minimum relative error is 0.68%. To ensure accuracy, it is necessary to calculate the along-wind coefficient of the tower crane structure based on the load of each structure member rather than using overall parameter characteristics.

• 한국강구조학회 논문집
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• 제25권3호
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• pp.279-287
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• 2013

세장한 부재에 압축력이 작용할 때, 부재는 탄성좌굴이 발생하게 되어 급격히 내하력을 상실하고 파괴에 도달하게 된다. 이러한 현상으로 인한 부재의 파괴는 종국적으로 구조체에 위해를 가하게 되어 붕괴원인이 되기도 한다. 본 연구에서는 세장한 부재에 압축력이 작용할 경우 부재가 탄성좌굴이 발생하기 이전에 항복하도록 유도하는 장치(응력제한장치)를 개발하는 것을 목적으로 하고 있다. 특히, 본 논문에서는 응력제한장치로서 면외저항판 방식을 제안하고 실험과 유한요소 해석을 수행하였다. 실험의 변수는 면외저항판의 두께 및 저항판의 경사도이다. 실험 및 해석결과 면외저항판 실험체는 항복후 소성영역에서 내력의 큰 저하없이 안정적인 거동을 나타내고 있어 응력제한방식으로서 유효성이 확인되었다.

• 한국지반신소재학회논문집
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• 제19권3호
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• pp.9-21
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• 2020

본 연구에서는 사질토와 점성토가 혼재하는 해안 매립지반에서 조합형 Sheet Pile 공법의 설계법을 고찰하였고 지반 굴착시의 거동을 해석하였다. 조합형 Sheet Pile 공법의 형태(Built up, Interlocking, Welding) 및 해석방법(엄지말뚝법, 연속벽법)에 따라 흙막이 가시설의 예측 거동이 상이함을 탄소성 해석으로부터 확인하였다. Sheet Pile(측면말뚝) 부재력의 경우 연속벽체 해석법의 결과가 가장 보수적인 결과를 예측하였다. 조합형 Sheet Pile 공법의 최대 부재력을 토대로 각 부재별 응력비(발생/허용)를 분석하면 측면말뚝의 경우 휨, 버팀보의 경우 조합응력에서 최대값을 나타내었다. 유한요소해석결과 측면말뚝의 부재력은 단기 유효응력 해석 조건에서 가장 크게 나타난 반면, 버팀보의 압축력은 압밀 해석에서 크게 나타났다. 탄소성 해석과 유한요소해석 결과를 비교하면, 측면말뚝의 전단력과 버팀보의 축력은 탄소성 해석에서 크게 평가되었고, 측면말뚝의 휨은 유한요소해석의 단기 유효응력 조건에서 가장 큰 것으로 나타났다. 또한, 측면말뚝의 변위는 탄소성 해석보다는 유한요소해석에서 더 크게 예측되었다.

• 소성∙가공
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• 제15권4호
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• pp.295-303
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• 2006

Optimization is carried out to determine process parameters which reduce the amount of springback and improve shape accuracy of a deep drawn product in sheet metal forming process. The study uses the amount of stress deviation along the thickness direction in the deep drawn product as an indicator of springback instead of springback simulation. The scheme incorporates with an explicit elasto-plastic finite element method for calculation of the final shape and the stress deviation The optimization method adopts the response surface method in order to seek for the optimum condition of process parameters such as the blank holding force and the draw-bead force. The present scheme is applied to design of the variable blank holding force in an U-draw bending process and the application is further extend ε d to the design of draw-bead force in a front side member formed with advanced high strength steel (AHSS) sheets of DP60. Results show that design of process parameter is well performed to decrease the stress deviation through the thickness and to reduce the amount of springback. The present analysis provides a guideline in a design stage for controlling the springback based on the finite element simulation of the complicated parts.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2007년도 춘계학술대회 논문집
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• pp.318-321
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• 2007

This paper is concerned with improvement of surface quality of a sheet metal member in the stamping process. The CAE procedure of the stamping process is utilized in order to investigate cause of surface troubles and to improve surface quality. A complicated shape of the sheet metal member can induce surface troubles such as wrinkles because of insufficient tensions force and non-uniform contact of a blank sheet with tools. This paper proposes two guidelines such as a change of tool shape and added draw-beads on the tool surface in order to increase tension forces and to induce uniform contact. The proposed guidelines are verified with the CAE of the stamping process. The CAE results show that the changed shape of tools and added draw-beads can reduce the amount of wrinkles and improve surface quality.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.115-120
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• 2000

Currently, in evaluating a flexural strength of a concrete member, the effect of specimen depth has not been systematically studied, even though its effect on ultimate strength of a section is very important. For all types of loading conditions, the trend is that the strength of a member tends to decrease when the member depth increases. In this study, the influence of specimen depth on flexural compressive strength of concrete member was examined experimentally. A series of C-shaped specimens subjected to axial compressive force and bending moment were tested using three geometrically similar specimens with different length-to-depth ratios(h/c=1, 2 and 4) which have compressive strength of 55MPa. The results indicate that the flexural compressive strength decreased as the specimen depth increased. A model equation was derived based on regression analyses of the experimental data. Also the results show that ultimate strain decreases as the specimen depth increases. Finally, a general model equation for the depth effect is proposed.