• 제목/요약/키워드: three point bending test

검색결과 306건 처리시간 0.031초

피라미드 형상의 내부구조를 가지는 초경량 금속 내부구조 접합판재의 제작 및 정적 굽힘실험 (Fabrication and Static Bending Test in Ultra Light Inner Structured and Bonded(ISB) Panel Containing Repeated Inner Pyramidal Structure)

  • 정창균;윤석준;이상민;나석주;이상훈;안동규;양동열
    • 한국정밀공학회지
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    • 제22권6호
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    • pp.175-182
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    • 2005
  • Inner structured and bonded panel, or ISB Panel, as a kind of sandwich type panel, has metallic inner structures which have low relative density, because of their dimensional shape of metal between a pare of metal skin sheets or face sheets. In this work, ISB panels and inner structures formed as repeated pyramidal shapes are introduced. Pyramidal structures are formed easily with expanded metal sheet by the crimping process. Three kinds of pyramidal structures are made and used to fabricate test specimen. Through the multi-point electrical resistance welding, inner structures are bonded with skin sheet. 3-point bending tests are carried out to measure the bending stiffness of ISB panel and experimental results are discussed.

불소섭취에 따른 백서 대퇴골의 파절특성에 관한 Acoustic Emission 연구 (ACOUSTIC EMISSION CHARACTERISTIC OF THE RAT FEMUR AFTER ADMINISTRATION OF SODIUM FLUORIDE)

  • 송근배;이영은;김혜영;이상한
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제28권1호
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    • pp.16-23
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    • 2002
  • To understand the micro-mechanical changes and the effects of the fluoride on rat's femur after administration of sodium fluoride, the three-point bending test, acoustic emission analysis during the three-point bending test and scanning electron microscopy were performed. The obtained results were as follows: 1. Bone strength increased in the rats given 1, 5, 10 and 20 ppm of fluoride but, there were no statistical significances (p>0.05). 2. With increasing the concentration of fluoride, most AE events released rapidly just before the maximum load and smaller events were recorded than the control group's. The average of cumulative AE event counts until maximum load of the femur in 20 ppm group were significantly small with respect to the control group's (p<0.05). 3. Fracture surfaces were well coincide with the results of acoustic emission behavior. Analyses of fracture surfaces indicated that, consistent with its the highest load, rat femur in 20 ppm fluoride group displays the roughest surface.

Mix Design Nomogram을 이용한 콘크리트 파괴에너지 예측 (Prediction of Concrete Fracture Energy using Mix Design Nomogram)

  • 강성후;박선준;정철오
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권3호
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    • pp.133-142
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    • 2006
  • 본 연구에서는 레미콘 제품에 Mix Design Nomogram을 적용하여 배합변수에 따른 파괴에너지 예측뿐만 아니라 파괴에너지에 따른 배합변수 예측을 가능하도록 하는데 그 목적이 있다. Mix Design Nomogram 작성을 위한 실험은 레미콘 생산회사의 실제 시방배합표를 사용하였으며, RILEM 50-FMC 위원회에서 제안한 3점 휨 실험을 실시하였다. 그 결과, 레미콘 제품에 파괴에너지가 예측 가능한 Mix Design Nomogram의 적용 가능성을 확인하였으며, 이를 이용한 프로그램 개발로 레미콘 배합설계 자동화를 위한 가능성을 확인하였다.

Behaviors of novel sandwich composite beams with normal weight concrete

  • Yan, Jia-Bao;Dong, Xin;Wang, Tao
    • Steel and Composite Structures
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    • 제38권5호
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    • pp.599-615
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    • 2021
  • The ultimate strength behaviour of sandwich composite beams with J-hooks and normal weight concrete (SCSSBJNs) are studied through two-point loading tests on ten full-scale SCSSBJNs. The test results show that the SCSSBJN with different parameters under two-point loads exhibits three types of failure modes, i.e., flexure, shear, and combined shear and flexure mode. SCSSBJN failed in different failure modes exhibits different load-deflection behaviours, and the main difference of these three types of behaviours exist in their last working stages. The influences of thickness of steel faceplate, shear span ratio, concrete core strength, and spacing of J-hooks on structural behaviours of SCSSBJN are discussed and analysed. These test results show that the failure mode of SCSSBJN was sensitive to the thickness of steel faceplate, shear span ratio, and concrete core strength. Theoretical models are developed to estimate the cracking, yielding, and ultimate bending resistance of SCSSBJN as well as its transverse cross-sectional shear resistance. The validations of predictions by these theoretical models proved that they are capable of estimating strengths of novel SCSSBJNs.

Ball Grid Array 보드 어셈블리의 동적굽힘 신뢰성에 미치는 언더필의 영향 (Effects of Underfills on the Dynamic Bending Reliability of Ball Grid Array Board Assembly)

  • 장재원;방정환;유세훈;김목순;김준기
    • 한국재료학회지
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    • 제21권12호
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    • pp.650-654
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    • 2011
  • In this paper, the effects of conventional and newly developed elastomer modified underfill materials on the mechanical shock reliability of BGA board assembly were studied for application in mobile electronics. The mechanical shock reliability was evaluated through a three point dynamic bending test proposed by Motorola. The thermal properties of the underfills were measured by a DSC machine. Through the DSC results, the curing condition of the underfills was selected. Two types of underfills showed similar curing behavior. During the dynamic bending reliability test, the strain of the PCB was step increased from 0.2% to 1.5% until the failure circuit was detected at a 50 kHz sampling rate. The dynamic bending reliability of BGA board assembly using elastomer modified underfill was found to be superior to that of conventional underfill. From mechanical and microstructure analyses, the disturbance of crack propagation by the presence of submicron elastomer particles was considered to be mainly responsible for that result rather than the shear strength or elastic modulus of underfill joint.

FOWLP 적용을 위한 Cu 재배선과 WPR 절연층 계면의 정량적 계면접착에너지 측정방법 비교 평가 (Comparison of Quantitative Interfacial Adhesion Energy Measurement Method between Copper RDL and WPR Dielectric Interface for FOWLP Applications)

  • 김가희;이진아;박세훈;강수민;김택수;박영배
    • 마이크로전자및패키징학회지
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    • 제25권2호
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    • pp.41-48
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    • 2018
  • Fan-out wafer level packaging (FOWLP) 적용을 위한 최적의 Cu 재배선 계면접착에너지 측정방법을 도출하기 위해, 전기도금 Cu 박막과 WPR 절연층 계면의 정량적 계면접착에너지를 $90^{\circ}$ 필 테스트, 4점 굽힘 시험법, double cantilever beam (DCB) 측정법을 통해 비교 평가 하였다. 측정 결과, 세 가지 측정법 모두 배선 및 패키징 공정 후 박리가 일어나지 않는 산업체 통용 기준인 $5J/m^2$보다 높게 측정되었다. 또한, DCB, 4점 굽힘 시험법, $90^{\circ}$ 필 테스트 순으로 계면접착에너지가 증가하는 거동을 보였는데, 이는 계면파괴역학 이론에 의해 위상각 증가에 따라 이종재료 계면균열 선단의 전단응력성분 증가에 따른 소성변형에너지 및 계면 거칠기 증가 효과에 의한 것으로 설명이 가능하다. FOWLP 재배선에 대한 최적의 계면접착에너지 도출을 위해서는 시편제작 공정, 위상각 차이, 정량적 측정 정확도 및 결합력 크기 등을 고려하여 4점 굽힘 시험법 또는 DCB 측정법을 적절히 혼용 사용하는 것이 타당한 것으로 판단된다.

단시간과 장시간의 소결방법에 따른 지르코니아의 굴곡 강도와 미세구조의 변화 (The effect of short and long duration sintering method on microstructure and flexural strength of zirconia)

  • 이하빈;이태희;김지환
    • 대한치과기공학회지
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    • 제42권2호
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    • pp.73-79
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    • 2020
  • Purpose: The aim of this study was to investigate the influence of short and long duration sintering on microstructure and flexural strength of zirconia. Methods: To conduct three-point bending test, Zirconia specimens are milled according to ISO 6872 guidelines(N=18, n=9 per group). Two specimens group(n=8) is sintered for 10 hours(Standard schedule) and 3 hours(Speed schedule) at the peak temperature of 1550℃ with silicon carbide sintering furnace. Flexural strength of specimens are measured by instron. After coating each specimen(n=1), microstructure of specimens is observed using Scanning Electron Microscope(SEM). T-test was utilized to statistically assess the data. Results: The mean and standard deviation value of the flexural strength for standard schedule group are 578.15±57.48Mpa, that of speed schedule are 465.9±62.34Mpa. T-test showed significant differences in flexural strength between two zirconia specimen group which applied standard schedule and speed schedule respectively(p<0.05). Conclusion: The result of this study showed that the increase in sintering time led to increased grain size, and also to a positive effect on the flexural strength.

노치가 있는 콘크리트 보에서 균열검출을 위한 음향방출기법의 적용 (Application of Acoustic Emission Technique for Detection of Crack in Notched Concrete Beams)

  • 진치섭;이래철;신동익;권성진
    • 한국구조물진단유지관리공학회 논문집
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    • 제3권4호
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    • pp.215-220
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    • 1999
  • Concrete micro-cracks that are grown while the structures are under construction or in service, propagate gradually or rapidly by external forces and environmental effects. As described above, almost concrete structures generally have cracks, so for the safety and durability of structures, studies to detect cracks using nondestructive tests have been treated in great deal. The purpose of this study is to evaluate characteristics of AE signals detected from notched concrete beams bending test with different loading using one of nondestructive test, Acoustic Emission (AE) method. Furthermore this study predicts the location of initial crack and measures direction of crack propagation for on-line monitoring before the crack really grows in structures by using two-dimensional AE source location based on rectangular method with three-point bending test. This will allow efficient maintenance of concrete structures through monitoring of internal cracking based on acoustic emission method.

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ISB 판넬의 굽힘강성 및 파단특성에 관한 연구 (Investigation into characteristics of bending stiffness and failure for ISB panel)

  • 안동규;이상훈;김민수;한길영;정창균;양동열
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2004년도 추계학술대회 논문집
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    • pp.1274-1277
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    • 2004
  • The objective of this research work is to investigate into characteristics of bending stiffness and failure for the ISB ultra-lightweight panel with internally structured material. The expanded metal with a pyramid shape and woven metal are employed as an internally structured material. In order to investigate the characteristics, the specific stiffness and failure map are estimated using the results of three-points bending test. From the results of the experiment, the influence of design parameters of ISB panel on the specific stiffness and failure mode has been found. In addition, it has been shown that ISB panel with expanded metal is prefer to that with woven metal from the view point of optimal design for ISB panel.

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충격하중을 받은 CFRP적층판의 피로굽힘강도에 미치는 적층구성의 영향 (Influence of Stacking Composition on Fatigue Bending Strenght in CFRP Composite Laminates Subjected to Impact Loading)

  • 임광희;강기광굉;양인영
    • 한국자동차공학회논문집
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    • 제4권4호
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    • pp.147-155
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    • 1996
  • The purpose of present paper is to estimate the static and fatigue bending strengths of CFRP(carbon fiber reinforced plastic) laminates having impact damage(FOD). The specimens which are formed with the different stacking composition, EPOXY and PEEK matirx and orthotropic and quasi-isotropic laminated plates, are prepared for this experiment. A steel ball is impacted on CFRP laminates, generating impact damages, and the three-point fatigue bending test is carried out by using the impacted laminates to investigate the influence of the stackin composition on the fatigue strength of CFRP laminates.

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