• 제목/요약/키워드: Damage Tolerance Design

검색결과 46건 처리시간 0.023초

텍스쳐링 스킨을 포함하는 자동차 도어트림 레일의 개발에 관한 연구 (Study on Development of Automotive Door Trim Rail including Texturing Skin)

  • 이은종;김기선
    • 한국기계가공학회지
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    • 제12권1호
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    • pp.28-34
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    • 2013
  • For the senses of beauty and texture, internal components of small passenger cars are manufactured by texturing plastic with drawplate but those of deluxe passenger cars are manufactured by bonding pre-embossed skin to the surface of drawplate. As the pre-embossed skin is bonded at high temperature and pressure, the pattern of skin is distorted. The corner part is hardened and its dimension tolerance is changed by resulting in the increase with its defective rate. This study provides the method to design and manufacture the door trim track by vacuuming the non-patterned skin to upper-side drawplate which forms the pattern of descending skin. It is pressed to the plastic product with hot-press method and the damage of bossed-pattern is prevented. Valuation in this study has been done by analyzing, designing and experimenting method.

상온접합 본딩이 있는 복합재 날개의 저온 구조시험 (Low Temperature Structural Tests of a Composite Wing with Room Temperature-Curing Adhesive Bond)

  • 하재석;박찬익;이기범
    • 한국항공우주학회지
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    • 제43권10호
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    • pp.928-935
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    • 2015
  • 본 논문에서는 상온접합이 있는 무인기 복합재 날개의 저온 구조시험에 대하여 소개하였다. 본 시험에 사용된 날개구조는 탄소섬유 강화 복합재료로 구성되며, 내부 구조물과 스킨은 상온접착제로 접합되었다. 또한 날개구조의 손상허용성을 검증하기 위하여 육안으로 확인이 거의 불가능한 충격손상을 스킨의 주요 부위에 인위적으로 적용하였다. 무인기 운용 고도의 온도환경을 모사하기 위한 저온 챔버를 특별히 제작하였으며, 날개구조는 챔버내에 고정시키고 챔버 외부에 설치한 유압 작동기를 이용하여 하중을 부가하였다. 구조시험은 변형률 개관 시험 및 1배 수명 피로하중 스펙트럼에 대한 손상허용시험으로 구성된다. 변형률 게이지와 광섬유 센서를 이용하여 본딩영역 및 주요 부위의 변형률을 측정하였으며, 압전 구동기/센서를 이용하여 손상의 변화를 모니터링 하였다. 시험결과로부터 날개구조는 1배 수명에 대한 운용환경을 모사한 환경 하에서 구조적 건전성을 보유하고 있음을 확인하였다.

Comparison and prediction of seismic performance for shear walls composed with fiber reinforced concrete

  • Zhang, Hongmei;Chen, Zhiyuan
    • Advances in concrete construction
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    • 제11권2호
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    • pp.111-126
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    • 2021
  • Concrete cracking due to brittle tension strength significantly prevents fully utilization of the materials for "flexural-shear failure" type shear walls. Theoretical and experimental studies applying fiber reinforced concrete (FRC) have achieved fruitful results in improving the seismic performance of "flexural-shear failure" reinforced concrete shear walls. To come to an understanding of an optimal design strategy and find common performance prediction method for design methodology in terms to FRC shear walls, seismic performance on shear walls with PVA and steel FRC at edge columns and plastic region are compared in this study. The seismic behavior including damage mode, lateral bearing capacity, deformation capacity, and energy dissipation capacity are analyzed on different fiber reinforcing strategies. The experimental comparison realized that the lateral strength and deformation capacity are significantly improved for the shear walls with PVA and steel FRC in the plastic region and PVA FRC in the edge columns; PVA FRC improves both in tensile crack prevention and shear tolerance while steel FRC shows enhancement mainly in shear resistance. Moreover, the tensile strength of the FRC are suggested to be considered, and the steel bars in the tension edge reaches the ultimate strength for the confinement of the FRC in the yield and maximum lateral bearing capacity prediction comparing with the model specified in provisions.

취성재료의 손상후 잔류강도 평가 (Evaluation of Residual Strength in Damaged Brittle Materials)

  • 신형섭;오상엽;서창민
    • 대한기계학회논문집A
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    • 제26권5호
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    • pp.932-938
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    • 2002
  • In structural applications, brittle materials such as soda-lime glasses and ceramics are usually subjected to multiaxial stress state. Brittle materials with cracks or damage by foreign object impacts are apt to fracture abruptly from cracks, because of their properities of very high strength and low fracture toughness. But in most cases, the residual strength of structural members with damage has been tested under uniaxial stress condition such as the 4-point bend test. Depending upon the crack pattern developed, the strength under multiaxial stress state might be different from the one under uniaxial. A comparative study was carried out to investigate the influence of stress state on the residual strength evaluation. In comparable tests, the residual strength under biaxial stress state by the ball-on-ring test was greater than that under the uniaxial one by the 4-point bend test, when a small size indendation crack was introduced. In the case that crack having an angle of 90deg. to the applied stress direction, the ratio of biaxial to uniaxial flexure strength was about 1.12. The residual strength was different from crack angles to loading direction when it was evaluated by the 4-point bend test. The ratio of residual strength of 45deg. crack to 90deg. one was about 1.20. In the case of specimen cracked by a spherical impact, it was shown that an overall decrease in flexure strength with increasing impact velocity, and the critical impact velocity for formation of a radial and/or cone crack was about 30m/s. In those cases that relatively large cracks were developed as compared with the case of indented cracks, the ratio of residual strength under biaxial stress state to one uniaxial became small.

Glass fiber 강화 복합레진을 사용한 3본 고정성 국소의치의 개념 설계 연구 (Conceptual Design of the Three Unit Fixed Partial Denture with Glass Fiber Reinforced Hybrid Composites)

  • 나경희;이규복;조광헌
    • 구강회복응용과학지
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    • 제18권3호
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    • pp.145-155
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    • 2002
  • 본 연구에서는 knitted glass fabric 강화 레진에 대한 치과보철소재로서의 적용가능성을 평가하기 위한 목적으로, 가장 높은 수준의 교합하중이 작용하게 되는 구치부 3본 고정성국소의치에 이 재료를 사용하는 경우에 대해 해석을 수행하였다. 우선 구치부3본 고정성국소의치에 대해 knitted glass fabric 강화 레진을 적용한 두 가지 설계 개념을 상정하였고, 각 설계형상에 대한 유한요소해석을 하였다. 강도 평가를 위해서75N의 생리적인 반복 수직 교합 하중 조건을 부여, 보철물에 유도되는 국소응력을 피로강도측면에서 고찰하였다. 각각의 설계에는 knitted glass fabric을 모재로 하고 보강재로 unidirectional 형의 glass 복합재가 사용되었다. 본 연구에서 개념설계 된 두 가지의 3본 고정성국소의치는 수직 교합 하중 75N 에 대해 충분한 강성과 강도를 가진 것으로 분석되었다. 가공치와 knitted caps사이의 연결 부위에서 국소적인 응력 집중이 관찰되었으나 그 크기는 재료의 피로강도 범위 이내였으며 국소적인 설계변경을 통하여 응력분포를 더욱 개선할 수 있을 것으로 추정하였다. 본 연구를 통해 knitted glass fabric 은 새로운 치과 보철 소재로서의 그 가능성이 기대된다.

리드용 와이어의 생산성 향상을 위한 평압연 최적설계 (Optimal Design of flat rolling about Lead Wire for Productivity Improvement)

  • 박창형;김진호
    • 한국산학기술학회논문지
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    • 제18권5호
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    • pp.29-34
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    • 2017
  • 본 논문에서는 압연 공정을 통해 리드용 와이어를 생산할 때 생산성을 향상시키기 위해 와이어의 직진 속도를 증가시키는 방법을 연구했다. 직진 속도를 증가시킬 때 가장 중요한 점은 와이어가 원래의 목적을 바르게 수행할 수 있는 것이다. 즉, 와이어의 직진 속도가 증가함과 동시에 균열이 발생하지 않으며, 치수 공차를 만족시켜야 한다. 하지만 와이어의 직진속도를 증가시키게 되면 기존의 압하량 보다 더 큰 수치를 주어야 하고 이는 와이어에 보다 큰 손상을 주어 표면에 무리를 주게 된다. 따라서 기존의 2단계 평압연 공정을 통해 생산되었던 와이어의 필요스펙을 충족시키면서 생산성 향상까지 도모할 수 있는 3단계 평압연 공정에 관해 연구하였다. 본 연구에서는 3단계 평압연 롤러의 압하량만을 변수로 가정하고 다른 조건은 현장 조건과 일치시킨다. 상용 PIDO(Process Integration and Design Optimization) 툴인 PIANO (Process Integration, Design and Optimization)를 통해 지정한 변수 3가지를 조작하면서 실험점을 분포하고 이를 바탕으로 최적설계를 진행하여 와이어의 생산성을 향상시킴과 동시에 필요 스펙인 최대 응력의 최소화가 가능하도록 설계되었다.

취성재의 손상후 잔류강도 평가 (Evaluation of Residual Strength in Damaged Brittle Materials)

  • 오상엽;신형섭;서창민
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 추계학술대회논문집A
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    • pp.137-142
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    • 2001
  • In structural applications, brittle materials such as soda-lime glasses and ceramics are often subjected to multiaxial stress. Brittle materials with crack or damaged by foreign object impacts are abruptly fractured from cracks, because of their properities of very high strength and low fracture toughness. But in most cases, the residual strength has been derived from tests under uniaxial stress such as a 4-point bend test. The strengths under multiaxial stresses might be different from the strength. In comparable tests, the residual strength under biaxial stress state by the ball-on-ring test was greater than that under the uniaxial one by the 4-point bend test. In the case that crack having 90deg. to loading direction, the ratio of biaxial to uniaxial flexure strength was 1.12. At a different crack angle to loading direction when it was evaluated by the 4-point bend test, the residual strength was different and the ratio of 45deg. to 90deg. was 1.16.

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Understanding radiation effects in SRAM-based field programmable gate arrays for implementing instrumentation and control systems of nuclear power plants

  • Nidhin, T.S.;Bhattacharyya, Anindya;Behera, R.P.;Jayanthi, T.;Velusamy, K.
    • Nuclear Engineering and Technology
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    • 제49권8호
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    • pp.1589-1599
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    • 2017
  • Field programmable gate arrays (FPGAs) are getting more attention in safety-related and safety-critical application development of nuclear power plant instrumentation and control systems. The high logic density and advancements in architectural features make static random access memory (SRAM)-based FPGAs suitable for complex design implementations. Devices deployed in the nuclear environment face radiation particle strike that causes transient and permanent failures. The major reasons for failures are total ionization dose effects, displacement damage dose effects, and single event effects. Different from the case of space applications, soft errors are the major concern in terrestrial applications. In this article, a review of radiation effects on FPGAs is presented, especially soft errors in SRAM-based FPGAs. Single event upset (SEU) shows a high probability of error in the dependable application development in FPGAs. This survey covers the main sources of radiation and its effects on FPGAs, with emphasis on SEUs as well as on the measurement of radiation upset sensitivity and irradiation experimental results at various facilities. This article also presents a comparison between the major SEU mitigation techniques in the configuration memory and user logics of SRAM-based FPGAs.

Creep and creep crack growth behaviors for base, weld, and heat affected zone in a grade 91 weldment

  • Kim, Woo-Gon;Sah, Injin;Kim, Seon-Jin;Lee, Hyeong-Yeon;Kim, Eung-Seon
    • Nuclear Engineering and Technology
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    • 제53권2호
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    • pp.572-582
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    • 2021
  • This study investigated the creep and creep crack growth (CCG) behavior of the base metal (BM), weld metal (WM), and heat affected zone (HAZ) in a Gr. 91 weldment, which was made by a shield metal arc weld process. A series of tensile, creep, and CCG tests were performed for the BM, WM, and HAZ at 550 ℃. Creep behavior of the BM, WM, and HAZ was analyzed in terms of various creep laws; Norton's power-law, Monkman-Grant relation and damage tolerance factor (λ), and their constants were determined. In addition, each CCGR law for the BM, WM, and HAZ was proposed and compared in terms of a C*-fracture parameter. The WM and HAZ revealed faster creep rate, lower rupture ductility, and faster CCGRs than the BM, but they showed a similar behavior in the creep and CCG. The CCGRs obtained in the present study exhibited a marginal difference when compared with those of RCC-MRx of currently elevated design code in France. A creep crack path in the HAZ plane progressed towards a weak fine-grained HAZ adjacent to the BM.

다구찌 기법을 이용한 이종재료 경사 홀 클린칭 접합부 수평 방향 접합강도 예측 및 검증 (Prediction and Verification of Lateral Joining Strength for Tapered-Hole Clinching using the Taguchi Method)

  • 강동식;박으뜸;;강범수;송우진
    • 소성∙가공
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    • 제25권1호
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    • pp.36-42
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    • 2016
  • Fiber metal laminates (FMLs) are well known for improved fatigue strength, better impact resistance, superior damage tolerance and slow crack growth rate compared to traditional metallic materials. However, defects and loss of strength of a composite material can occur due to the vertical load from the punch during the joining with a dissimilar material using a conventional clinching method. In the current study, tapered-hole clinching was an alternative process used to join Al 5052 and FMLs. The tapered hole was formed in the FML before the joining. For the better understanding of static and dynamic characteristics, a clinched joining followed by a tensile-shear test was numerically simulated using the finite element analysis. The design parameters were also evaluated for the geometry of the tapered hole by the Taguchi method in order to improve and compare the lateral joining strength of the clinched joint. The influence of the neck thickness and the undercut were evaluated and the contribution of each design parameter was determined. Then, actual experiments for the joining and tensile-shear test were conducted to verify the results of the numerical simulations. In conclusion, the appropriate combination of the design parameters can improve the joining strength and the cross-sections of the tapered-hole clinched joint formed in the actual experiments were in good agreement with the results of the numerical simulations.