• 제목/요약/키워드: 4-Point Bending Test

검색결과 288건 처리시간 0.032초

침탄 두께에 따른 피로강도 영향 특성 평가 (The Effect of Fatigue Strength according to Carburizing Depth)

  • 최현민;박용하;신용택;김명현
    • Journal of Welding and Joining
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    • 제32권4호
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    • pp.34-38
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    • 2014
  • Carburizing treatments are the important way to developing fatigue strength and wear resistance. It is well known that the case depth is one of the most significant parameters determining fatigue strength. In this study, 3-point bending fatigue test was conducted to evaluate fatigue strength for the carburized depth with 18CrNiMo7-6 steel. As a result, fatigue strength increased with effective case depth decreased. It is shown that hardness in case hardened layer played principal role in the fatigue strength.

파임을 가진 국산 침엽수재의 휨성능 및 구조설계기준에 관한 연구 (Bending Properties and Recommened Design Criteria for Domestic Softwood with Notch)

  • 오세창
    • Journal of the Korean Wood Science and Technology
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    • 제26권4호
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    • pp.6-12
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    • 1998
  • Test results of domestic softwood lumber were presented to examine the notch effect of beams and compare to present AIJ(Architecture Institute of Japan) formula in notched wood member especially positioned in bottom side (tension side) of a beam. Notched lumber was tested under following condition : each specimen supported simply, and subjected to third-point loading at points of 1/3 of the span length. Notch was located opposite side to loading direction and notch depth were 1/6, 1/4, 1/3 of beam depth. Deflection and load were measured by digital dial guage each in 25kgf increment. Bending test results were as follows; Mpro/Mmax range (proportional and maxium bending moment ratio in notched beam) was 0.5 - 0.65. It was considered that maxium bending moment was about 1.5 times to proportional bending moment in notched beam and showed same tendency in the test result of ordinary wood specimens. AU standard formula for the tension side notch, Mmat = 0.6 ${\times}$ (Zo $\sigma$), the constant 0.6 was suitble for notch ratio(notch depth to beam depth) 1/6, but this ratio for 1/4, and 1/3 was not. So it is preferable to accept smaller value than 0.6 for notch ratio more than 1/3. These experiment results showed critical effect in tension side notched wood beam especially in greater than notch ratio 1.3 of wood beam. From the above results, it is recommened to revise design formula adoptable to domestic wood constructon member with tension side notched member.

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4-point bending test system을 이용한 Cu-Cu 열 압착 접합 특성 평가 (Characterization and observation of Cu-Cu Thermo-Compression Bonding using 4-point bending test system)

  • 김재원;김광섭;이학주;김희연;박영배;현승민
    • 마이크로전자및패키징학회지
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    • 제18권4호
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    • pp.11-18
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    • 2011
  • 3차원 칩 적층 접합에 사용하기 위한 Cu-Cu 금속 저온 접합 공정을 위하여 접합 온도 및 플라즈마 표면 전처리에 따른 열 압착 접합을 수행 하였다. 4점굽힘시험과 CCD 카메라를 이용하여 Cu 접합부의 정량적인 계면접착에너지를 평가하였다. 접합 온도 $250^{\circ}C$, $300^{\circ}C$, $350^{\circ}C$에서 각각 $1.38{\pm}1.06$(상한값), $7.91{\pm}0.27$(하한값), $10.36{\pm}1.01$(하한값) $J/m^2$으로 접합온도 $300^{\circ}C$ 이상에서 계면접착에너지 5 $J/m^2$ 이상의 값을 얻었다. 접합 온도 $300^{\circ}C$ 이하 낮은 온도에서 접합하기 위해 Cu-Cu 열 압착 접합 전 Ar+$H_2$ 플라즈마로 $200^{\circ}C$에서 2분간 표면 전처리 후 $250^{\circ}C$ 조건에서 열 압착 접합할 경우 계면접착에너지 값이 $6.59${\pm}0.03$(하한값) $J/m^2$로 표면 전 처리하지 않은 시험편에 비해 접합 특성이 크게 증가 하였다.

굽힘 하중을 받는 평직물 CFRP 직교 격자 쉘의 점진적 손상 해석 (Progressive Damage Analysis of Plain Weave Fabric CFRP Orthogonal Grid Shell Under Bending Load)

  • 임성준;백상민;김민성;박민영;박찬익
    • 한국항공우주학회지
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    • 제47권4호
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    • pp.256-265
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    • 2019
  • 본 논문에서는 평직물 CFRP로 제작한 직교 격자 쉘의 굽힘 하중에 의한 점진적 손상 연구를 수행하였다. 직교 격자는 복합재 바닥면과 함께 경화하여 제작하였다. 굽힘을 받는 직교 격자 쉘의 점진적 손상 해석은 Hashin-Rotem 파손 기준과 Matzenmiller-Lubliner-Taylor (MLT) 모델으로 비선형 유한요소법을 이용하여 수행하였다. 또한, 직교 격자 쉘에 대한 3점 굽힘 시험을 수행하였으며, 시험 결과와 해석 결과를 비교하였다. 변형률과 변위에 대한 시험과 해석 결과는 유사하게 나타났다. 손상 영역은 점진적 손상 해석으로 예측하였으며, 육안 검사와 초음파 비파괴 검사를 통해 측정한 결과와 비교하였다.

4점굽힘 CNF 시험편을 이용한 CFRP적층 복합재 모드 II 층간파괴 (A Study of Mode II Interlaminar Fracture for CFRP Laminate Composite using the 4-point Bending CNF Specimen)

  • 권오현;강지웅;태환준;황용연;윤유성
    • 한국안전학회지
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    • 제25권3호
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    • pp.34-39
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    • 2010
  • Unidirectional Carbon Fiber Reinforced Plastics (CFRP) are advanced materials which combine the characteristics of the light weight, high stiffness and strength. For those reasons, the use of the unidirectional CFRP has increased in jet fighters, aerospace structures. However, unidirectional CFRP composites have a lot of problems, especially delamination, compared with traditional materials such as steels and aluminums, and so forth. Therefore, the interlaminar fracture toughness for a laminate CFRP composite is very important. In this study, The mode II interlaminar fracture toughness was measured by using center notched flexure(CNF) test specimen. The CNF specimens using unidirectional carbon prepreg were fabricated by a hot-press with the gage pressure and temperature controller. And three kinds of a/L ratio was applied to these specimens. Here, we discuss the relations of the crack growth and the mode II interlaminar fracture under the four point bending CNF test. From the results, we shows that mode II interlaminar was occurred when the more $a_0$/L ratio, the less load. And $G_{IIC}$ also were obtained as 5.33, 2.9 and $0.58kJ/m^2$ according to $a_0$/L ratio=0.2, 0.3 and 0.4.

충격하중을 받은 CFRP 적층판의 손상거동과 잔류굽힘피로강도 (Damage Behavior and Residual Bending Fatigue Strength of CFRP Composite Laminates Subjected to Impact Loading)

  • 임광희;양인영
    • 대한기계학회논문집A
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    • 제20권6호
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    • pp.1836-1842
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    • 1996
  • In this paper, static and fatigue bending strengths of CFRP(carbon fiber reinforced plastic laminates having impact damage(FOD) are evaluated. Composite laminates used for this experiment are CF/EPOXY and CF/PEEK orthotropy laminated plates, which have two-interfaces[${0^0}_4{90^0}_4}$]$_sym$. A steel ball launched by the air gun colides against CFRP laminates to generate impact damages. The damage growth during bending fatigue test is observed by the scanning acoustic microscope(SAM). When the impacted side is compressed, the residual fatigue bending strength of CF/PEEK specimen P is greater that that of CF/EPOXY SPECIMEN B. On the other hand, when the impacted side is in tension, the residual fatigue bending strength of CF/PEEK speicemen P is smaller than that of CF/EPOXY specimen B. In the case of impacted-side compression, fracture is proposed from the transverse crack generated near impact point. On the other hand, fracture is developed toward the impact point from the edge of interface-b delamination in the case of impacted-side tension.

폐나일론을 이용한 섬유보강 아스팔트 콘크리트의 피로특성 및 경제성 분석 (A Study on Fatigue Characteristics and Economic Analysis of Discharged Nylon Fiber-Reinforced Asphalt Concrete)

  • Baek, Ingyu;Park, Kisun;Kim, Nakseok
    • 한국재난정보학회 논문집
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    • 제9권4호
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    • pp.476-483
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    • 2013
  • 본 연구는 자동차 파쇄 잔재물의 활용성을 알아보고자 폐차과정에서 발생되는 폐나일론 섬유를 아스팔트 콘크리트에 첨가하여 일반 아스팔트 콘크리트와의 피로수명 비교, 경제성 분석을 실시하였다. 4점 휨 피로 시험을 수행한 결과 일반 아스팔트 대비 피로수명이 10% 향상되었으며, 이를 통해 경제성 분석을 실시하여 35년간 약 5.4억 원의 유지보수비용에 대한 비용 절감을 가져 오는 것으로 확인 되었다. 폐나일론 섬유 보강 아스팔트는 비용절감 효과와 더불어 폐자재의 환경처리비용 이점과 활용성 측면에서의 친환경적 공법으로 생애주기비용분석에서보다 더 큰 경제적, 사회적 효과가 발생 할 것으로 판단된다.

알루미늄 하니컴 샌드위치 판넬의 저속충격거동 (Low-velocity Impact Behavior of Aluminum Honeycomb Sandwich Panel)

  • 이현석;배성인;함경춘;한경섭;송정일
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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    • pp.78-82
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    • 2001
  • Impact behaviors of Aluminum Honeycombs Sandwich Panel(AHSP) by drop weight test were investigated. Two types of specimens with 1/2" and 1/4" cell size were tested by two impactors which are weight of $5.25\textrm{kg}_{\textrm{f}}$ and $11.9\textrm{kg}_{\textrm{f}}$. Parametric studies were achieved including the impactor weight and impact sites which consist face, long-edge, short-edge, and point of the specimen. Face one of impact sites was the strongest and short-edge one of impact sites was the weakest. The damaged area of AHSP was enlarged with the increase of impactor weight that is equal to impact energy. After 3 point bending test, fracture modes of AHSP were analyzed with AE counts. Lower facesheet was fractured in the long-edge direction and then separated between facesheet and core. In the short-edge direction after core wrinkled, lower facesheet tear occurred. Impact behavior by FE analysis were increased localized damage in fast velocity because the faster velocity of the impact was, the smaller the stress of core was. Consequently, impactor weight had an effect on widely damaged area, while the impact velocity was caused on the localized damaged area.aged area.

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$Si_3N_4/SM45C$ 접합부의 응력해석 및 파괴특성 (Fracture Characteristics and Stress Analysis of $Si_3N_4/SM45C$ Joint)

  • 김기성
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1998년도 추계학술대회 논문집
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    • pp.248-253
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    • 1998
  • Recently, the uses of Ceramic/metal bonded joints, resin/metal joints, adhesive joints, composite materials which are composed of dissimiliar materials have increased in various industry fields. Since the ceramic/metal bonded joints material is made at a high temperature, residual stress distributions due to differences in material properties were investigated by varying material parameters. The two dimensional finite element analysis was performed to study residual stress distribution in Si3N4/SM45C bonded joint with a copper interlayer between the silicon nitride(Si3N4) and the structural carbon steel(SM45C) and 4-point bending tests were carried out under room temperature. Fracture surface and crack propagation path were observed using scanning electron microscope and characteristics of its fracture was discussed.

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실배관 파괴특성 평가에 관한 연구 (A Study on the Evaluation of the Pipe Fracture Characteristic)

  • 박재실;김영진;석창성
    • 대한기계학회논문집A
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    • 제29권1호
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    • pp.107-114
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    • 2005
  • In order to analyze the elastic-plastic fracture behavior of a structure, the fracture resistance curve of the material should be known first. The standard CT specimen was used to obtain the fracture resistance curves of a piping system. However, it is known that the fracture resistance curve by the standard CT specimen is very conservative to evaluate the integrity of a structure. Also the fracture resistance curve is effected by the specimen geometry and the dimensions because of the constraint effect. The objective of this paper is to be certain the conservativeness of the fracture resistance curve by the standard CT specimen and to provide an additional safety margin. For these, the fracture tests using a real pipe specimen and the standard CT specimen test were performed. A 4-point bending jig was manufactured for the pipe test and the direct current potential drop method was used to measure the crack extension and the length for the pipe test. Also finite element analyses were performed with a CT specimen and a pipe in order to prove the additional safety margin. From the result of tests and analyses of the pipe and the standard CT specimen, it was observed that the fracture analysis with the standard CT specimen is conservative and the additional safety margin was proved.