• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 1998년도 춘계학술대회논문집
• /
• pp.254-257
• /
• 1998

The twisting and the bending of extruded product are caused by the shapes of products and by the shapes of die surfaces and by the shapes of die land. Because the elliptical shape and the circular shape of the extruded product have the symmetry line of cross-section area, the twisting and the bending of product has not occurred. But the analysis by the DEFORM-3DTM show that the twisting and the bending of extruded product can be occurred by the twisting of the twisting of the die land and by the curving of the die land. The results by the analysis show that the twisting angle of the extruded procduct increases by the twisting angle of the die land and the curvature of the extruded products increases by the radius of bending of the die land.

• 한국유체기계학회 논문집
• /
• 제16권6호
• /
• pp.12-18
• /
• 2013

This paper presents the performance characteristics of a centrifugal blower using the design parameters of an impeller blade. Two design variables, the bending length from the blade trailing edge and bending angles of an impeller blade, are introduced to analyze the effects on the blower performance. Three-dimensional Navier-Stokes equations with shear stress transport turbulence model are introduced to analyze the performance and internal flow of the blower. Relatively good agreement between experimental measurements and numerical simulation at the design flow condition is obtained. Throughout present study, it is known that pressure increases as the bending length from the trailing edge and bending angle increase while efficiency decreases. But efficiency is decreased. Detailed flow field inside the centrifugal blower is also analyzed and compared.

• 융복합기술연구소 논문집
• /
• 제7권2호
• /
• pp.17-20
• /
• 2017

Orthodontic treatment is accomplished by attaching an archwire to a bracket on tooth. The shape of the archwire is usually planned from 3-D scanned data of patient's teeth. It is manufactured by bending a metal wire and there have been some researches in progress to automate it. In this paper, we propose a method to obtain the bending angle at the bending point from the shape data of the archwire and verify it by simulation using actual archwire data.

• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2006년도 제5회 박판성형 SYMPOSIUM
• /
• pp.45-48
• /
• 2006

Recently, the use of tubular hydroforming technology has seen increased usage and increased consideration for wide range of tubular automotive applications. In manufacturing hydroformed parts, bending and pre-forming operations are often required prior to the hydroforming process. Higher bending quality of bent tubes is crucial for the successful hydroforming operation because most of plastic strains and wall thinning at the extrados of bend area occur in the bending operation. Springback is also observed due to elastic recovery of tube material after bending. Proper correction of springback is required not only to well place the bent tube into a hydroforming die cavity but also to avoid pinching when the upper die is brought down to closing position. Therefore, prediction of springback at early development stage is one of the key factors to produce high quality hydroformed parts. In this study, a variety of bending experiments has been carried out to investigate springback amount under change in bending angle and material boosting. Throughout the experimental approach, springback characteristics of bent tubes are quantified according to the change in various bending parameters, and a mathematical model to predict correction amount of springback to a given bend angle is found.

• 한국산학기술학회논문지
• /
• 제12권1호
• /
• pp.7-14
• /
• 2011

연질 동관은 조선, 자동차, 플랜드, 냉동공조 기기 등에 많이 사용되는 대표적인 파이프 재료 중의 하나이다. 그러나 이러한 재료들은 벤딩가공시 외부의 주름, 스프링백, 관이 얇아지는 현상들이 자주 발생하여 문제가 된다. 본 논문에서는 연성재질을 벤딩시 맨드럴이 슬라이딩 가이드 레일을 따라서 파이프를 누르는 벤딩방식을 선택한 연성재질 전용 벤딩머시인을 제작하여 이와 같은 현상을 줄였다. 이의 성능을 확인하는 과정에서 재료로 사용한 동관의 직경이 작을수록 스프링백 현상은 증가하였고 또한 굽힘각도가 클수록 컸다. 또한 동관의 벤딩시 주름이 거의 발생하지 않는 성형품을 제작할 수 있었다.

• 한국생산제조학회지
• /
• 제20권2호
• /
• pp.202-206
• /
• 2011

Works on the strength and stiffness in the structural members are carried out widely with various material and cross-sections with ever increasing safety concerns, they are presently applied in various fields including railroad trains, air crafts and automobiles. In addition to this, problem of lighting structural members became important subject by control of exhaust gas emission, fuel economy and energy efficiency. So, Light weight of member structures is necessary for the high performance and various functions. In this study, the CFRP flat and circular member was manufactured by CFRP prepreg sheet in autoclave. Carbon FRP is an anisotropy material whose mechanical properties change with its fiber orientation angle, so this study apply to the effects of the fiber orientation angle on the bending characteristics of the member. Each CFRP flat and circle are compared by strength and stiffness.

• 디지털산업정보학회논문지
• /
• 제13권3호
• /
• pp.27-33
• /
• 2017

In this paper presents the MPPT tracking algorithm using angle control of flexible PV in BIPV. The proposed algorithm is based on MPPT tracking algorithm for curtain wall using flexible PV. It is an algorithm to find optimal power generation condition by controlling the angle of flexible PV using the air layer of window. The angle of flexible PV tests the power generation by separating the center of flexible PV into the interior angle in the interior direction and the external angle in the center of flexible PV. When the angle of flexible PV was used as interior angle, the generation amount was increased by 15.79% and increased by 8.45% compared with the external angle. MPPT tracking is performed on the generation amount of the interior angle which has the most power after comparing the generation amount according to the bending shape of the flexible PV. This algorithm can be the most efficient method for the curtain wall using flexible PV because the bending pattern with the greatest amount of power generation may be different because the environment of the building applying the curtain wall is different.

• 한국산학기술학회논문지
• /
• 제14권8호
• /
• pp.3638-3643
• /
• 2013

현재 공사현장에서 사람이 직접 기계로 철근 굽힘 가공을 하고 있다. 하지만 사람이 직접 기계로 가공하기 때문에 정밀성이 떨어지고 시간이 많이 소요된다. 이를 공장가공방식으로 자동화하여 정밀성과 가공성을 높이기 위해서는 스프링 백 현상을 분석해야한다. 이 현상은 굽힘 공정 이 후 하중제거에 따른 재료의 복원 능력이 발생하여 원래의 요구하는 형상에서 벗어나게 하며 이는 굽힘 각도, 굽힘 반경, 철근의 직경에 영향을 받는다. 우리는 굽힘 각, 굽힘 반경, 철근의 직경을 스프링 백 현상에 영향을 미치는 인자로 정하고 FEM을 통해 각 인자들이 철근 굽힘 가공에 미치는 영향에 대한 경향성을 분석하였다. 그 결과 굽힘 각도 $10^{\circ}$씩 증가함에 따라 약 $0.1^{\circ}$씩 스프링 백 현상이 커졌으며 철근 직경은 ${\varphi}$ 10mm에서 ${\varphi}$ 16mm로 증가함에 따라 약 $0.6^{\circ}$ 증가하였다. 반면 굽힘 반경은 30mm에서 40mm로 증가함에 따라 스프링 백 각도가 약 $0.2^{\circ}$ 줄어드는 현상을 확인할 수 있었다.

• Steel and Composite Structures
• /
• 제22권4호
• /
• pp.855-874
• /
• 2016

In this paper, it is aimed to evaluate the earthquake angle influence on the seismic performance of steel highway bridges. Upper-deck steel highway bridge, which has arch type load bearing system with a total length of 216 m, has been selected as an application and analyzed using finite element methods. The bridge is subjected to 1992 Erzincan earthquake ground motion components in nineteen directions whose values range between 0 to 90 degrees, with an increment of 5 degrees. The seismic weight is calculated using full dead load plus 30% of live load. The variation of maximum displacements in each directions and internal forces such as axial forces, shear forces and bending moments for bridge arch and deck are attained to determine the earthquake angle influence on the seismic performance. The results show that angle of seismic input motion considerably influences the response of the bridge. It is seen that maximum arch displacements are obtained at X, Y and Z direction for $0^{\circ}$, $65^{\circ}$ and $5^{\circ}$, respectively. The results are changed considerably with the different earthquake angle. The maximum differences are calculated as 57.06%, 114.4% and 55.71% for X, Y and Z directions, respectively. The maximum axial forces, shear forces and bending moments are obtained for bridge arch at $90^{\circ}$, $5^{\circ}$ and $0^{\circ}$, respectively. The maximum differences are calculated as 49.12%, 37.37% and 51.50%, respectively. The maximum shear forces and bending moments are obtained for bridge deck at $0^{\circ}$. The maximum differences are calculated as 49.67%, and 49.15%, respectively. It is seen from the study that the variation of earthquake angle effect the structural performance of highway bridges considerably. But, there is not any specific earthquake angle of incidence for each structures or members which increases the value of internal forces of all structural members together. Each member gets its maximum value of in a specific angle of incidence.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2008년도 추계학술대회 논문집
• /
• pp.329-330
• /
• 2008