• Title/Summary/Keyword: composite notch

Search Result 90, Processing Time 0.03 seconds

A Study on Cogging Torque Reduction by Teeth Notching and Permanent Magnet offset in Surface-mounted Permanent Magnet Synchronous Motor (표면부착형 영구자석 동기전동기의 노치 및 영구자석 offset에 의한 코깅토크 저감 연구)

  • Kim, Tae-Woo;Chang, Jung-Hwan
    • Proceedings of the KIEE Conference
    • /
    • 2011.07a
    • /
    • pp.969-970
    • /
    • 2011
  • 본 논문은 표면부착형 영구자석 동기전동기(Surfacemounted Permanent Magnet Synchronous Motor)의 영구자석 offset의 변화와 노치(notch)의 적용에 따른 코깅토크 저감 특성을 분석하고, 중심합성계획법(Central Composite Design)을 이용한 최적 모델 설계에 대한 연구이다. 영구자석 offset만 적용한 모델의 경우 코깅토크의 피크-피크값은 95%로 크게 저감되었지만 정격전류 인가시 평균토크의 감소율이 12.3%로 출력 손실이 크기 때문에 최적 설계를 통해 추가적으로 노치를 적용하고 영구자석 Offset을 조절함으로써 코깅토크 저감율을 96.5%로 개선시킬 수 있었고, 평균토크의 감소율은 7.7%로 영구자석 offset만 적용한 모델보다 평균토크의 감소량이 작아진 것을 확인할 수 있었다.

  • PDF

Microleakage of Class V cavity restored with flowable and microfill composite resins after load cycling.

  • Kang, Suk-Ho;Son, Ho-Hyun
    • Proceedings of the KACD Conference
    • /
    • 2001.11a
    • /
    • pp.569.2-569
    • /
    • 2001
  • Flowable and microfill composites have been recommended for Class V cavities. But the use of flowable composites is controversial because of its physical properties. Objectives: The aim of this study was to evaluate the microleakage of 6 composites (2 hybrids, 2 microfills, and 2 flowable composites) with/without load cycling. Methods: Notch-shaped Class V cavities were prepared on buccal surfaces of 180 extracted human upper premolars and then divided into non-load cycling group(G1) and load cycling group(G2).(omitted)

  • PDF

Tensile Behavior of Pin-Loaded Carbon/Epoxy Composite Laminates (핀하중을 받는 탄소섬유/에폭시 복합적층판의 인장거동)

  • 박동창;황운봉;한경섭
    • Transactions of the Korean Society of Mechanical Engineers
    • /
    • v.17 no.10
    • /
    • pp.2518-2534
    • /
    • 1993
  • Fracture behavior of carbon/epoxy laminates under pin loading is studied experimentally and analytically. Effects of ratios of specimen width to hole diameter and edge distance to hole diameter on bearing strength are investigated. Characteristic length of the laminates obtained using HK model has good agreement with the experimental data. The larger hole size induced, the lower bearing strength is measured under pin loading . The bearing strength and failure mode could be predicted using HK model and Zhangs analytical solution of stress distribution around a pin loaded hole. Chamis' prediction method of bearing strength is also considered to predict failure mode and bearing strength. A modification of Chamis' method is made using the factor of rupturc. The predicted bearing strength by the modified method is reasonably close to the experimental data.

Failure strength of machined composite edges under shear load (전단하중하의 복합재료 모서리의 파괴강도)

  • 이재광;황병선;박승범;윤한기;박인서
    • Proceedings of the Korean Society of Propulsion Engineers Conference
    • /
    • 2001.04a
    • /
    • pp.96-99
    • /
    • 2001
  • Strength and manufacturing characteristics were evaluated in this paper. It depends on lay-up type and fiber direction when the fiber/resin composites have specific notch shapes. Unique jig and fixture were designed and used to test laminated specimens with notches. From the result of uni-direction specimen test we try to predict strength of multi-direction specimen by FEA.

  • PDF

A Study on the Evaluation of Mechanical Characteristics for Tailor Welded Blank Panel (TWB 판넬의 기계적특성 평가에 관한 연구)

  • Chun, Chang-Hwan;Han, Chang-Suk
    • Journal of the Korean Society for Heat Treatment
    • /
    • v.23 no.4
    • /
    • pp.183-190
    • /
    • 2010
  • There are many methods to reduce the weight and the cost of the automobile body, among them, Tailor Welded Blank (TWB) is new welding method applied to body structure. It is necessary to evaluate mechanical properties of TWB structures or sheets for the application to automobile body parts. In this study, the stiffness of T-type and L-type joint structures, composite of TWB panel, which simplified two portions of side structure in automobile body were investigated. Additionally, the fatigue properties of TWB panels were obtained. Two types of welding technologies, laser and mash seam welding, were used to join mild panels with different thickness. This results are compared with conventional structures. The results are as follows: 1) The stiffness of joint structures, composite of TWB panel, is approximately 17% higher than that of conventional ones. 2) The location of welding line in TWB had a effect on the in plane bending stiffness, but not on the out of plane bending stiffness. 3) In terms of welding technology type, the mash seam welding show higher stiffness than the laser welding for in plane bending stiffness. But minimal differences in both types are revealed for out of plane bending stiffness. 4) The fatigue strength, composite of TWB panel, is lower than that of base steel. It is thought that defects in the welding zone had the action of notch in the fatigue test.

EFFECT OF CORE-SHELL PARTICLES ON PHYSICAL PROPERTIES OF DENTAL COMPOSITES (고무상입자가 치과용 복합레진의 물리적 성질에 미치는 영향)

  • Choi, Kyoung-Kyu
    • Restorative Dentistry and Endodontics
    • /
    • v.23 no.2
    • /
    • pp.690-700
    • /
    • 1998
  • Rubber-toughened particles which are used in the field of chemical engineering are used to increase the fracture toughness of thermoset resin. The application of Core-Shell particles, one of rubber-toughened particles, as a filler for dental composite or restoration have not been examined. The purpose of this study was to evaluate possible use of Core-Shell particles for dental composite, and the hypothesis was that additional toughening mechanisms are activated by the addition of Core-Shell particles. After blending 50vol% quartz with Bis-GMA/TEGDMA resin matrix, the experimental resins were made by the addition of Core-Shell particles with varied content level as 0, 2.5, 5, 7.5, 10, 12.5, 15, and 20wt%. Fracture toughness was determined on three-point bending specimen with single-edge notch according to ASTM-E 399. Also, flexural properties, that is, strength and modulus were measured by three-point bending testing. Fractogragh of fracture toughness specimen was observed using SEM (JEOL 6400 SEM, MA). The following results from this study were obtained ; 1. Fracture toughness of composite resin added 2.5wt% Core-Shell particles was significantly higher than control group ($p{\leq}0.05$). 2. Flexural properties were decreased with increasing Core-Shell particle content, which showed a correlation statistically ($p{\leq}0.05$). 3. A toughening mechanism such as lamination and microcrack was observed in specimen determined high fracture toughness. 4. The dispersion of Core-Shell itself and quartz filler particles was limited present high content of Core-Shell particles, which decreased a resulting mechanical properties of composites. These results suggest that adequate Core-Shell particles can be used to enhance mechanical properties included toughening for dental composites.

  • PDF

Experimental and numerical disbond localization analyses of a notched plate repaired with a CFRP patch

  • Abderahmane, Sahli;Mokhtar, Bouziane M.;Smail, Benbarek;Wayne, Steven F.;Zhang, Liang;Belabbes, Bachir Bouiadjra;Boualem, Serier
    • Structural Engineering and Mechanics
    • /
    • v.63 no.3
    • /
    • pp.361-370
    • /
    • 2017
  • Through the use of finite element analysis and acoustic emission techniques we have evaluated the interfacial failure of a carbon fiber reinforced polymer (CFRP) repair patch on a notched aluminum substrate. The repair of cracks is a very common and widely used practice in the aeronautics field to extend the life of cracked sheet metal panels. The process consists of adhesively bonding a patch that encompasses the notched site to provide additional strength, thereby increasing life and avoiding costly replacements. The mechanical strength of the bonded joint relies mainly on the bonding of the adhesive to the plate and patch stiffness. Stress concentrations at crack tips promote disbonding of the composite patch from the substrate, consequently reducing the bonded area, which makes this a critical aspect of repair effectiveness. In this paper we examine patch disbonding by calculating the influence of notch tip stress on disbond area and verify computational results with acoustic emission (AE) measurements obtained from specimens subjected to uniaxial tension. The FE results showed that disbonding first occurs between the patch and the substrate close to free edge of the patch followed by failure around the tip of the notch, both highest stress regions. Experimental results revealed that cement adhesion at the aluminum interface was the limiting factor in patch performance. The patch did not appear to strengthen the aluminum substrate when measured by stress-strain due to early stage disbonding. Analysis of the AE signals provided insight to the disbond locations and progression at the metal-adhesive interface. Crack growth from the notch in the aluminum was not observed until the stress reached a critical level, an instant before final fracture, which was unaffected by the patch due to early stage disbonding. The FE model was further utilized to study the effects of patch fiber orientation and increased adhesive strength. The model revealed that the effectiveness of patch repairs is strongly dependent upon the combined interactions of adhesive bond strength and fiber orientation.

A Study on Structural Safety of CFRP Plate with Notch Hole at Center Part under Torsion (비틀림을 받는 중앙부에 노치홀을 가진 CFRP 판의 구조 안전성에 관한 연구)

  • Kim, Jae-Won;Cho, Jae-Ung
    • Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
    • /
    • v.7 no.11
    • /
    • pp.925-932
    • /
    • 2017
  • In this study, the analysis of plate under torsion was carried out according to stacking angle at the unidirectional carbon fiber reinforced plastic(UD CFRP) among composite materials. In case of UD CFRP, the material property due to stacking angle becomes different. Also, the stacking angles were designated to 15°, 30°, 45°, 60°, 75° and 90° at the study models. The notch hole was applied at the center part by supposing that rivet or hole was used. The analysis method was used by applying the experimental method at ISO 15310. Two jigs were fixed at the lower part and two jigs were descending at the upper part. As seen by the analysis result values at this study, the shear stress happening at the fracture part was seen with the lowest value in case of the stacking angle of 45°. It is known that the case of the stacking angle of 45°has the structural safety and durability higher than those of the other stacking angles when the torsion applies. It is thought that this result can be applied to the data of basis which can be devoted to the durability when the torsion is applied at CFRP plate.

Fracture Behavior of Advanced Composite Material (첨단복합소재의 파괴거동)

  • 김윤해;김영식
    • Journal of Advanced Marine Engineering and Technology
    • /
    • v.18 no.3
    • /
    • pp.52-62
    • /
    • 1994
  • 기계나 구조물 파괴의 대부분은 노치부를 기점으로 하여 발생하기 때문에 첨단복합재료를 노지부 재로서 안전하면서도 경제적으로 사용하기 위해서는 각종 조건하에 있어서 강도특성을 명확히 하는 것은 대단히 중요하다. 본 연구에서는 노치를 갖는 복합재료를 이용하여 각종조건하에서 강도특성평가실험을 행하였으 며, 얻어진 결과를 종합하면 다음과 같다. (1) 첨단복합재료 노치재는 試驗片의 幾可學的 形狀과는 관계없이 노치반경 p만에 의해 결정되는 최대탄성응력 $\sigma_{max}$일정의 條件下에서 破t짧된다. (2) 破斷時 최소단면에서의 공칭응력 $\sigma_{c}$와 응력집중계수 $K_{t}$와의 관계에 있어서,$\sigma_{c}$의 값이 $K_{t}$의 증대와 더불어 떨어지고 있는 부분과, $K_{t}$와 관계없이 거의 일정하게 되고 있는 부분으로 나누어지는 現象은 노치재의 回轉굽힘 또는 인장압축파열에서 보여지는 현상과 外觀上 對應하고 있다. 즉, 정적파괴와 피로파괴는 파괴의 양상이 비슷하다 (3) PEN수지단체의 경우, 피로균열발생은 점발생적 피로균열이 최대탄성응력에 의해 지배되며, 노치에 만감하며,균열전파수명은전수명에 비해 상당히 짧다. (4) 단탄소섬유강화복합재료의 경우, 피로균열은 섬유端에 응력이 집중하기 때문에 일반적으로 섬유端에서 아주 빠른 시기에 발생하지만, 섬유가 피로균열진전에 대해 방해물로 작용하기때문에 아주 천천히 전파한다. (5) 短탄소鐵維는 피로균열발생에 대해서는 負의 강화작용 전수명의 극히 초기단계에 피로균열 발생을, 피로균열전파에 대해서는 正의 강화작용을 한다. (6) 단탄소섬유를 PEN에 강화함으로 인해 정적강도 보다 피로강도에 더 큰 강화효과를 초래했으며, 선형노치역학의 개녀은 첨단 복합재료의 강도평가에 대단히 유효했다.

  • PDF

Evaluation of Crack Resistant Performance in Cement Mortar with Steel Fiber and CSA Expansion Admixture (CSA 팽창재를 혼입한 강섬유 보강 모르타르의 균열 저항성능 평가)

  • Ahn, Jung-Kil;Park, Ki-Tae;Kwon, Seung-Jun
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.18 no.3
    • /
    • pp.125-132
    • /
    • 2014
  • Steel fiber is a effective composite for crack resistance and improve structural performance under tensile loading. This study presents an evaluation of crack resistance and structural performance in cement mortar with steel fiber and expansion agent through internal chemical prestressing. For this work, cement mortar samples with 10% replacement of cement binder with CSA (Calcium-Sulfo-Aluminate) expansion agent and 1% volume ratio of steel fiber are prepared. Including basic mechanical properties, initial cracking load and fracture energy are evaluated in cement mortar beam with notch. Initial cracking load and fracture energy in cement mortar with CSA and steel fiber increase by 1.75 and 1.41~1.53 times compared with those in cement mortar with steel fiber. With optimum mix design for steel fiber and CSA expansive agent, the composite with chemical prestressing can be applied to various members and effectively improve crack resistance to external loading.