• 제목/요약/키워드: elastic tool

검색결과 266건 처리시간 0.026초

적층각도변화에 따른 CFRP & 혼성 모자형 구조부재의 굽힘 특성 (Bending Characteristic of CFRP & Hybrid Shaped Hat Structure Member According to Stacking Orientation Angle)

  • 김지훈;김정호;차천식;양인영
    • 한국공작기계학회논문집
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    • 제17권3호
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    • pp.34-39
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    • 2008
  • In this study, CFRP(Carbon Fiber Reinforced Plastics) that has high specific strength and elastic modulus and low thermal strain was used as a material for the lightweight structural member. CFRP is a fiber material as anisotropic material. The anisotropic material is characterized by the change of its mechanical properties according to stacking orientation angle. CFRP orientation angle was oriented in [A/B]s in order to examine the effect of CFRP orientation angle on the characteristics of energy absorption. CFRP is very weak to the impact from the outside. So, when impact is applied to CFRP, its strength is rapidly lowered. The hybrid material was manufactured by combining CFRP to aluminum which is lightweight and widely used for structural members of the automobile. The hybrid member was shaped as a side member that could support the automobile engine and mount and absorb a large amount of impact energy at the front-end in case of automobile collision. The bending test device was manufactured in accordance with ASTM standard, and mounted to UTM for bending test. For comparing bending characteristics of the hybrid member with those of Aluminum and CFRP member, tests were performed for aluminum, CFRP and hybrid member, respectively.

가변금형을 이용한 판재 성형에 대한 해석 및 실험 (Numerical and Experimental Study on Plate Forming Process using Flexible Die)

  • 허성찬;서영호;박중원;구태완;김정;강범수
    • 소성∙가공
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    • 제17권8호
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    • pp.570-578
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    • 2008
  • A flexible forming apparatus is composed a number of punches which have spherical pin tip shape instead of conventional solid die. The flexible forming tool consisted of punch array in a matrix form was proposed as an alternative forming method to substitute the conventional line heating method which use heat source to induce residual stress along specified heating lines. In this study, application of the flexible forming process to the small scale curved plate forming was conducted. Numerical simulations for both solid and flexible die forming process were carried out to compare the shape of the products between flexible and conventional die forming process. In addition, spring-back analysis was conducted to figure out the feasibility of the flexible forming process comparing with the die forming process in view of final configuration of the specimens. Moreover, experiment was also carried out to confirm the formability of the process. Consequently, it was confirmed that the flexible die forming method has capability and feasibility to manufacture the curved plates for shipbuilding.

복수표면균열을 갖는 구조요소의 피로수명 예측 (Fatigue Life Prediction for Multiple Surface Cracks in Finite Plates)

  • 김재동;이종원;홍창호
    • 대한조선학회논문집
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    • 제33권4호
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    • pp.75-86
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    • 1996
  • 최근 선박, 해양구조물, 항공기 및 원자력 플랜트 등 대형구조물의 사용조건이 극도로 가혹해짐에 따라 이들에 대한 신뢰성 및 안전성 보장이 심각한 문제로 대두되고 있다. 이들 대형구조물에 있어, 파손사례의 대부분은 어떤 형태로든 피로현상과 관련된 것으로서 수명 및 잔여수명의 예측과 함께 안정성 평가기술의 확립이 절실히 요구되고 있다. 그러나, 실제 대다수의 결함은 복수표면 균열 상태로 존재하며, 이들은 단일균열의 경우와는 달리 급속히 합체, 성장할 가능성이 높고 따라서, 관통수명 또한 짧아지며, 관통시 표면균열의 길이가 상대적으로 커져 불안정 파괴의 위험성도 그만큼 높아지게 된다. 본 연구에서는 평판 및 필릿 용접부에 존재하는 복수의 직렬표면균열을 대상으로 인접균열간 간섭효과, 합체현상을 고찰하여 피로균열 진전거동 및 피로수명 예측프로그램을 개발하고, 이를 기존의 실험결과와 비교, 평가하여 그 정도 및 실용성을 확인하였다.

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인도행렬에 의한 축대칭 원통형 쉘의 해석 (An Analysis of Axisymmetric Cylindrical Shell by the Leading Matrix Method)

  • 이관희;박준용;김우중
    • 한국전산구조공학회논문집
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    • 제17권2호
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    • pp.193-201
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    • 2004
  • 본 연구의 목적은 축대칭 하중을 받는 원통형 펄의 엄밀해를 구하는데 있어서, 간략하면서도 엄밀한 해를 구하는 방법을 제시하고자 하는데 있다. 이는 임의 형상의 구조해석을 위한 강력한 도구이긴 하지만 여전히 근사해석인 유한요소법에 대체될 수 있을 것이다. 이를 위해 본 논문은 반복법의 일종인 인도행렬법을 이용한 절점역계의 분배방식을 사용하였다. 원통형 쉘의 분배와 전달인자는 한성지반상의 보에 대한 미분방정식으로부터 구해진 것이다. 이러한 방법을 축대칭 집중하중과 정수압을 받는 원통형 쉘에 각각 적용해 보았고, 그 결과는 BEF 이론해와 비교할 때 만족할 만 하였다.

제품 설계 데이터를 이용한 프레스 금형 레이아웃 설정을 위한 알고리즘에 관한 연구 (A Study of Algorithm for Press Layout Setup using Product Design Data)

  • 이상준;이성수
    • 한국공작기계학회논문집
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    • 제11권6호
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    • pp.38-44
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    • 2002
  • Today most companies are designing their automobile shapes by using 3 dimensional CAD software, CATIA. And they used to design 2 dimensional press dies to do some elastic work on their products, but they are currently trying to make use of 3 dimensional software, Pro-Engineer. In this case, they have to change the 3 dimensional product design data to the proper format data for the following process. This paper will show the data loss and the deformation during data transfer between CATIA and Pro-Engineer, and then suggest a solution for these problems. Product's surface will be automatically placed by automatic press tipping angle setting in CATIA to prevent the product from being stuck m the press die. The 2 dimensional section view which is based on the tipping angle setting is created by Z-map. And, to remove the data loss and the data deformation in Pro-Engineer, the product surface are delivered to the next process after it is changed to the 2 dimensional Z-map curves in CATIA. Finally, this paper suggests an algorithm to develop the automatic design program for the press layout which regenerates product shape surface from the previous process.

단섬유 금속복합체에서의 복합강화효과에 관한연구 (A Study on the Composite Strengthening Effect in Metal Matrix Composites)

  • 김홍건
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1996년도 춘계학술대회 논문집
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    • pp.61-66
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    • 1996
  • An overall feature to simulate composite behavior and to predict closed solution has been performed for the application to the stress analysis in a discontinuous composite solid. To obtain the internal field quantities of composite, the micromechanics analysis and finite element analysis (FEA) were implemented. For the numerical illustration, an aligned axisymmetric single fiber model has been employed to assess field quantities. Further, a micromechanics model to describe the elastic behavior of fiber or whisker reinforced metal matrix composites has been developed and the stress concentrations between reinforcements were investigated using the modified shear lag model with the comparions between reinforcements were investigated using the modified shear lag model with the comparison of finite element analysis (FEA). The rationale is based on the replacement of the matrix between fiber ends with the fictitious fiber to maintain the compatibility of displacement and traction. It was found that the new model gives a good agreement with FEA results in the small fiber aspect ratio regime as well as that in the large fiber aspect ratio regime. It was found that the proposed simulation methodology for stress analysis is applicable to the complicated inhomogeneous solid for the investigation of micromechanical behavior.

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초음파 이송시스템의 진행파에 따른 이송 방향 예측 및 해석 (Estimation and Analysis of Transport Direction according to Traveling Wave in Ultrasonic Transport System)

  • 정상화;김광호;신상문
    • 한국공작기계학회논문집
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    • 제17권2호
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    • pp.30-37
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    • 2008
  • An object transport system is driven by a conveyor belt system or a magnetic levitation system. It is an indispensable device in many fields and especially it is very important in the factory automation. However, the conventional transport system can damage precision optical components by the contact force and destroy the inner structure of semiconductor by the magnetic field. The new transport system for transporting without damage is required. The ultrasonic transport system is a device that transports objects on the elastic body using ultrasonic wave. In this paper, an object transport system using the ultrasonic wave is developed for transporting precision elements without damage. Traveling waves are generated by the ultrasonic wave generator fixed in both ends of the beam. The traveling wave of the ultrasonic transport system is theoretically analyzed. Transport direction of the object is examined according to phase difference and frequency. The theoretical results are verified by experiments.

상시미동과 지하구조 (Microtremor and Underground Structure)

  • 김성균
    • 지질공학
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    • 제1권1호
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    • pp.109-120
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    • 1991
  • 본고에서는 상시미동의 지질공학적 응용을 폭넓게 검토하는 한편 상시미동을 측정, 해석하여 상시미동의 탁월주기아 지하구조와의 관련성을 규명하였다. 상시미동의 응용예로서 확실히 구분이 가능한 지하구조를 가진 경상분지내 3지점에서 측정한 상시미동을 해석, 유추한 지하구조와 실제의 구조가 일치하는 사례를 소개하였다. 이와같은 상시미동의 장기간 측정 및 해석은 지하구조의 추정, 부지 고유의 응답 스펙트럼 작성, seismic microzonation 등에 경제적이고 효과적으로 이용할 수 있는 지질공학적 수단으로 사료된다.

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집성재(集成材)의 혼합모드 하중시 파괴(破壞) 기준(基準)에 관한 연구(硏究) (Studies on Criterion for Mixed Mode Fracture in Glulam)

  • 이지용;이전제
    • Journal of the Korean Wood Science and Technology
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    • 제21권2호
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    • pp.15-22
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    • 1993
  • This study was carried out to investigate the fracture criterion of glulam. The mixed mode fracture of glulam was investigated by means of single edge notched specimens with various crack inclination in the longitudinal-radial plane. While fracture of wood is not completely understood, the study on linear-elastic fracture mechanics is a rational and valuable tool for studying the strength behavior of glulam. The results are summarized as follows : 1. Glue line has no effect on fracture strength. 2. There is a definite interaction between fracture toughness $K_I$ and $K_{II}$ during the mixed mode fracture of glulam. Several criterions for mixed mode failure were compared. The criterion was expressed in the following form: $(\frac{K_I}{K_{IC}})^2+(\frac{K_{II}}{K_{IIC}})^2=1$ 3. As crack inclination increases, $K_{IC}$ value and $K_{IIC}$ value decreases. The equations relating crack angle to $K_{IC}$ and $K_{IIC}$, respectively, were obtained as follows; $K_{IC}$ = -77.42${\gamma}$+153.72 ($R^2$ = 0.78) $K_{IIC}$ = -9.17${\gamma}$+34.90 ($R^2$ = 0.48)

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Finite element modelling of GFRP reinforced concrete beams

  • Stoner, Joseph G.;Polak, Maria Anna
    • Computers and Concrete
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    • 제25권4호
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    • pp.369-382
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    • 2020
  • This paper presents a discussion of the Finite Element Analysis (FEA) when applied for the analysis of concrete elements reinforced with glass fibre reinforced polymer (GFRP) bars. The purpose of such nonlinear FEA model development is to create a tool that can be used for numerical parametric studies which can be used to extend the existing (and limited) experiment database. The presented research focuses on the numerical analyses of concrete beams reinforced with GFRP longitudinal and shear reinforcements. FEA of concrete members reinforced with linear elastic brittle reinforcements (like GFRP) presents unique challenges when compared to the analysis of members reinforced with plastic (steel) reinforcements, which are discussed in the paper. Specifically, the behaviour and failure of GFRP reinforced members are strongly influenced by the compressive response of concrete and thus modelling of concrete behaviour is essential for proper analysis. FEA was performed using the commercial software ABAQUS. A damaged-plasticity model was utilized to simulate the concrete behaviour. The influence of tension, compression, dilatancy, mesh, and reinforcement modelling was studied to replicate experimental test data of beams previously tested at the University of Waterloo, Canada. Recommendations for the finite element modelling of beams reinforced with GFRP longitudinal and shear reinforcements are offered. The knowledge gained from this research allows for the development of a rational methodology for modelling GFRP reinforced concrete beams, which subsequently can be used for extensive parametric studies and the formation of informed recommendations to design standards.