• 한국산학기술학회논문지
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• 제18권2호
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• pp.349-355
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• 2017

프레스금형(press dies)에 의한 굽힘가공(bending work) 이라는 것은 평평한 블랭크(blank)를 필요로 하는 각도(角度)로 굽히는 것이다. 굽힘가공을 하면 굽혀진부분(flange)과 굽혀지지 않은 부분(web)으로 구분되며, 굽힘라인(bending line) 부분에는 굽혀진 각도(bending angle)와 굽힘반지름(bending radius)이 내측과 외측으로 성형된다. 이때, 내측 굽힘반지름의 크기는 제품의 재질별로 최소치수가 제시 된다. 제시된 최소치수 보다 작게 굽히면 절단면 굽힘부위에 덧살이 발생 하거나 외측 굽힘반지름 부위에는 균열(crack)이 생긴다. 굽힘가공에서의 외측 굽힘반지름은 자연적으로 생긴다. 그래서 외측 굽힘반지름 치수를 굽힘펀치와 다이블록으로 조정하면서 필요한 치수로 굽힐수 없다. 굽힘가공에는 V-굽힘, U-굽힘, Z-굽힘, O-굽힘, P-굽힘, 에지굽힘(edge bending), 트위스트굽힘(twist bending), 크림핑(crimping) 등이 있다.이 중에서 Z-굽힘은 굽힘라인이 2개로써 블랭크의 상면(上面)과 하면(下面)에 설정하여 상향(上向)굽힘이나 하향(下向)굽힘으로 작동되는 금형을 사용한다. Z-굽힘을 크랭크굽힘(crank bending) 이라고도 한다. 이런 구조의 금형으로 Z-굽힘가공을 하면 내측반지름은 표준치수로 굽혀진다. 표준치수라는 것은 굽힘가공에서 굽힐 수 있는 최소 굽힘반지름 치수로서 굽힘펀치의 각(角)반지름(Rp)를 뜻한다. 그런데 산업현장에서는 외측 굽힘반지름 치수를 굽힘펀치와 다이블록으로 굽힐수 없는 미세한 샤프에지(sharp edge) 형상인 매우 작은 치수(R=0.2mm)를 필요로하고 있는 바, 본 논문에서는 외측 굽힘반지름 치수를 0.2mm 이하로 굽힐수 있는 Z-굽힘가공 공법을 개발 하고자 하였다.

• 한국자동차공학회논문집
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• 제21권4호
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• pp.128-134
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• 2013

High bending collapse performance (maximum resistance force and mean resistance force) of body center pillar is an important design target for vehicle safety against side impact. In this study, effect of the upper section shape and the thickness of outer reinforcement on bending collapse performance was investigated for the center pillar of a large passenger car. First, through bending collapse analyses using simple models with uniform section, an optimized center pillar upper section was chosen. Next, bending collapse performance for various models of the actual center pillar with changing the thickness of outer reinforcement were analyzed. The finally designed model showed distinctive enhancement in bending collapse performance nearly without weight increase.

• 한국정밀공학회지
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• 제30권4호
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• pp.434-441
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• 2013

Bending motion has been used in the surgical instruments with bending structures and tendon mechanisms. A simplified bending angle amplification ratio between the proximal and distal bending joint was derived in this article. The bending structure of disk and rib in the proximal joint was analyzed based on finite element method with an emphasis on the circumferential uniformity of bending stiffness. Regarding the distal joint, optimal design and sensitivity analysis was done with four design variables of outer and inner diameter, rib height and rib width while maximizing the deformation under the stress distribution below the yield stress. Outer diameter and rib width are most critical to maximum deformation as the outer diameter and inner diameters are so to maximum equivalent stress.

• 마이크로전자및패키징학회지
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• 제24권4호
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• pp.47-52
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• 2017

휘거나 구부릴 수 있는 유연 전자 소자(flexible electronics) 개발을 위해 이러한 변형 조건에서 사용이 가능한 유연한 투명전극재료에 대한 많은 관심이 기울여 지고 있다. 본 연구에서는 현재 투명 전극 소재로 가장 널리 사용 중인 ITO 박막을 이용하여 굽힘 실험 및 반복 피로 실험을 진행하며 전기적 특성 변화를 연구 하였다. 응력 상태에 따른 차이를 보기 위해, ITO 필름의 상대적 위치에 따라 외측 및 내측 굽힘 두 조건으로 실험을 진행하였으며, 외측 굽힘보다 보다 내측 굽힘 조건에서 굽힘 실험 및 피로 실험 모두 우수한 전기적 안정성을 보였다. 외측 굽힘 및 내측 굽힘 시 응력 상태가 각각 인장 응력, 압축 응력이 ITO 필름에 가해지게 되며 이에 따라 균열 형성 및 전파 거동에 차이가 나타나는 것을 FE-SEM 표면 관찰을 통해 확인하였다. 이는 결국 전기적 안정성과도 밀접히 연관된 것을 확인하였다. 본 연구를 통해 가장 대표적인 투명전극재료인 ITO 필름의 다양한 기계적변형에 대한 신뢰성을 이해하고, 이를 통해 향후 고신뢰성 유연전자소자용 전극을 위한 디자인에 활용할 수 있을 것으로 기대한다.

• Steel and Composite Structures
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• 제8권4호
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• pp.297-312
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• 2008

A concrete filled double skin tubular (called CFDST in abbreviation) member consists of two concentric circular steel tubes and filled concrete between them. Purpose of this study is to investigate their bending characteristics experimentally. The two test parameters of the tubes considered were an inner-to-outer diameter ratio and a thickness-diameter ratio. As a result, their observed failure modes were controlled by tensile cracking or local buckling of the outer tube. Discussion is focused on the confinement effect on the filled concrete due to the both tubes and also the influence of the inner-to-outer diameter ratios on their deformability and load carrying capacity.

• Architectural research
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• 제23권1호
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• pp.11-17
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• 2021

A concrete-filled circular steel tube beam was fabricated, and a bending test was performed to analyze its failure modes, displacement ductility, bending-shear strength, and load-central deflection relationship. For the bending test, the installation position of the shape memory alloy (SMA) inside and outside the double-skin steel tube was used, and the rebar installation position, the concrete strength, the mixing of fibers, and the inner-outer diameter ratio as the main parameters. The test results showed that the installation positions of the reinforcements inside and outside the double-skin steel tube and the inner-outer diameter ratio of the steel tube affected the ductility, maximum load, and failure mode. In general, the specimen made of general concrete with SMA installed outside and inside (OI) the double-skin steel tube showed the best results.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.161-168
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• 1999

A series of centrifuge model tests were performed in order to investigate the behaviors of various tunnel linings. A 1/100-scaled aluminum and hydrostone horseshoe tunnel linings with a radius km, height km were buried in a depth of C/D=3 with dry Joomunjin standard sand, the relative density of which was 86%. Bending moments and thrusts along the tunnel circumference were measured by 12 strain gages. Earth pressures in soil and on lining were estimated by pressure transducers, ground surface settlements at center and edges by using LVDTs. Average Ko(coefficient of earth pressure at rest) was 0.39 for the model sand. The structural behaviors of lining depended on its damaged conditions. But, as a rule, on the crown, the tensile circumferential strain of lining occurred at the inner surface, and the compressive at the outer surface, then positive bending moment was created at the crown. The circumferential strain of the inner surface on the springline was tensile, and the outer compressive, so negative bending moment was measured at the springline. For hydrostone linings, cracks initiated at the inner surface on the crown, and the outer on the springline over average 40g.

• 소성∙가공
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• 제25권2호
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• pp.116-123
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• 2016

Press-brake bending is used to shape flat and thick plates into a targeted circular configuration without excessive localized thinning or thickening. A brake bending press called 'a knife press bending apparatus' has been widely adopted to manufacture thick, large and long pipe from initially thick plate. Submerged Arc Welded (SAW) pipes are also produced by employing press-brake bending. These pipes are mainly used for oil, natural gas and water pipelines. The principal process variables for press-brake bending can be summarized as stroke of the press-brake knife, the distance between both roll in the lower die, and the feeding length of the plate. Many combinations of these process variables are available, thus various pipe diameters can be realized. In the current study, a series of repetitive numerical simulations by feeding a thick plate with initial thickness of 25.4mm were conducted with the consideration of elastic recovery. Furthermore, an index for SAW pipe production is proposed which can be widely used in industry.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.1
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• pp.436-439
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• 2003

FRP has been used widely for insulator. FRP consists of fiber and resin. The fiber contributes the high strength and modulus to the composite. The fiber orientation in FRP has a great effect on the strength of FRP because the strength of FRP mainly depends on the strength of fiber. In this study, FRP was made unidirectionally by pultrusion method. Outer part of the FRP was made by filament winding method to give fiber orientation to the FRP. And outer part of FRP was also made by wrapping method. The bending strength and bending stresses of FRP rods were simulated according to the winding orientation of glass fiber. The bending strength of FRP was also evaluated. The results of simulation and evaluation were compared each other to investigate main stresses which affect the fracture of FRP. The main stresses which had a great effect on the strength of FRP were shear stresses. Bending strength of the FRP was different with the winding angle. The bending strength of $15^{\circ}$ winded FRP was the highest.

• 한국공작기계학회논문집
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• 제16권3호
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• pp.109-116
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• 2007

The present study examined mechanical properties according to the change of outer circumference in the friction welding of A2024-T4 stock, which is used much as aircraft structure, truck wheel, stainless materials and A2024-T4 stock with 10 hollow at the center. Welding conditions were fixed at RPM 2,000rpm, friction pressure of 50MPa, friction time of 1.5sec, upset pressure of 120MPa and upset time of 2.0 seconds. From the result of this study were drawn conclusions as follows : According to the result of a tensile strength test, the solid shaft showed linear increase of tensile strength with the change of outer circumference, the hollow shaft showed maximum tensile stength when the length (L) was 2mm and decrease of tensile strength with the change of outer circumference, hardness appeared to increase and then decrease for welding interface, and it showed maximum hardness 155Hv at L=5mm of the solid shaft. Bending strength increased linearly far change of the distance (L) of outer circumference in the solid shaft and then decreased linearly in the hollow shaft. the result of examining tissue, the tissue grew finer around the welding interface and divided the basic material and the welding surface.