• 제목/요약/키워드: Shear fracture

검색결과 882건 처리시간 0.032초

Sn-Ag-Cu-In 4원계 무연솔더 조인트의 고속 전단 특성 (High-Speed Shear Test Characterization of Sn-Ag-Cu-In Quaternary Solder Joint)

  • 김주형;현창용
    • 마이크로전자및패키징학회지
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    • 제21권2호
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    • pp.91-97
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    • 2014
  • 본 연구에서는 고속 전단시험의 변형속도를 500 mm/s로 설정한 상태에서 Sn-Ag-Cu계(Sn-1.0wt.%Ag-0.5Cu 및 Sn-4.0Ag-0.5Cu)뿐만이 아니라 4종의 4원계 Sn-Ag-Cu-In 조성(Sn-1.0Ag-0.5Cu-1.0In, Sn-1.2Ag-0.5Cu-0.4In, Sn-1.2Ag-0.5Cu-0.6In, Sn-1.2Ag-0.7Cu-0.4In)을 포함하는 무연 솔더 접합부의 솔더링 직후 및 시효 시간에 따른 파면 생성결과, 접합강도 및 접합부 파괴에너지값의 변화를 측정, 비교해 보았다. 그 결과, 리플로우 솔더링 직후 및 $125^{\circ}C$에서의 500 시간 시효까지 주로 연성 파괴모드 및 준연성 파괴모드가 관찰되었으며, 준연성 파괴모드의 발생 빈도를 분석할 때 고속 전단조건에서 상용 무연 솔더 조성인 Sn-3.0Ag-0.5Cu 이상의 연성파괴 특성을 나타내는 것으로 파악되었다. 또한 4원계 무연 솔더 조인트는 평균적으로 Sn-Ag-Cu계 조성 수준의 파단에너지값을 나타내었는데, 약 100 시간의 시효 후 최고의 파단에너지값이 관찰되었으나 500 시간의 시효 후에는 파단에너지값의 확연한 감소가 관찰되어 500 시간의 시효시점부터 솔더 접합 계면부의 신뢰성 감소가 가속화되는 경향을 관찰할 수 있었다.

Compact CNS shear box를 활용한 모의 절리암석시료의 정적 전단 거동에 관한 연구 (Study of the Static Shear Behaviors of Artificial Jointed Rock Specimens Utilizing a Compact CNS Shear Box)

  • 김한림;민경조;김경규;김영준;윤경재;양주석;배상호;조상호
    • 터널과지하공간
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    • 제33권6호
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    • pp.574-593
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    • 2023
  • 본 연구에서는 절리면 암석 시료에 대한 직접 전단시험을 수행하기 위해 새로 고안된 Compact CNS shear box의 성능과 적용 가능성에 대해 조사하였다. 정적 CNS 절리면 직접 전단시험은 인공적으로 거칠기를 생성한 절리 암석을 대상으로 실시하였으며 절리면 거칠기 계수 및 초기 수직응력 조건을 변화시키면서 수행하였다. 또한, DIC 분석을 통해 변위 데이터 검증 및 파괴 패턴을 관찰하였고 실험으로부터 도출된 전단 특성들을 기존에 연구되었던 전단 거동 예측 모델들과 비교분석하였다. 그 결과 기존의 특정 경험적 전단 거동 예측 모델과 높은 상관관계를 나타내는 것을 확인하였으며 전단 거동 특성이 파괴 패턴과 관련이 있을 가능성에 대해 고찰하였다. 결론적으로, 절리면 전단 특성에 대한 데이터를 제공하는데 있어서 CNS 전단 박스의 적용 가능성과 효과를 입증하였다.

Zr-기 벌크 아몰퍼스 금속의 충격 파괴 거동 (Impact Fracture Behaviors of Zr-Based Bulk Amorphous Metals)

  • 고동균;정영진;신형섭;오상엽
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1246-1251
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    • 2003
  • The fracture behaviors of Zr-based bulk amorphous metals(BAMs) having compositions of $Zr_{55}Al_{10}Ni_{5}Cu_{30}$, were investigated under impact loading and quasi-static conditions. For experiments, a newly devised instrumented impact testing apparatus and the subsize Charpy specimens were used. The influences of loading rate and the notch shape on the fracture behavior of the Zr-based BAM were examined. The Zr-based BAMs showed an elastic deformation behavior without any plastic deformation on it before fracture. Most fracture energies were absorbed in the process of the crack initiation. The maximum load and fracture absorbed energy under quasi-static condition were larger than those under impact condition. However, there existed relatively insignificant notch shape effect. Fracture surfaces under impact loading were smoother than those under quasi-static loading. The absorbed fracture energy appeared differently depending on the extent of the vein-like pattern region due to the shear bands developed at the notch tip. It can be found that the fracture energy of the Zr-Al-Ni-Cu alloy is closely related with the development of shear bands during fracture.

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음향방출법에 의한 저항 점용접부의 파괴특성에 대한 연구 (Fracture Characteristics of the Resistance Spot Welded Joints by Acoustic Emission)

  • 조대희;이장규;박성완;김봉각;우창기
    • 한국공작기계학회논문집
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    • 제16권2호
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    • pp.14-22
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    • 2007
  • In this paper, the acoustic emission(AE) behaviors were investigated with single-and 2-spot resistance spot welded SPCC specimens. Test specimens were welded horizontally and/or vertically according to the rolling direction of base netal in 2-spot welding. In the case of 2-spot welding, when tensile-shear test has below amplitudes: crack initiation $50{\sim}60dB;$ tear fracture $40{\sim}50dB$. And when cross tensile test has below amplitudes: early stage $75{\sim}85dB;$ yielding point $65{\sim}75dB;$ post yielding $40{\sim}60dB;$ plug fracture $70{\sim}80dB\;or\;90{\sim}100dB$. Also, from the b-value that is slope of AE amplitude, we knew that there are lots of low amplitudes if b-value is big(i.e., tensile-shear $specimen{\rightarrow}tear$ fracture or shear fracture), and there are lots of high amplitudes if b-value is small(i.e.. cross tensile $specimen{\rightarrow}plug$ fracture). As the results of fiacture mechanism analyses through AE amplitude distributions, change of the b-value represented fracture patterns of materials. Correspondingly, low amplitude signals appeared in crack initiation, and high amplitude signals appeared in base metal fracture. We confirmed that these amplitude distributions represented the change or degradation of materials.

인장전단시험을 이용한 TRIP1180강의 계면파단특성 평가 (Evaluation of Resistance Spot Weld Interfacial Fractures in Tensile-Shear Tests of TRIP 1180 Steels)

  • 박상순;최영민;남대근;김영석;유지훈;박영도
    • Journal of Welding and Joining
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    • 제26권6호
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    • pp.81-91
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    • 2008
  • The weldability of resistance spot welding of TRIP1180 steels for automobile components investigated enhance in order to achieve understanding of weld fracture during tensile-shear strength (TSS) test. The main failure modes for spot welds of TRIP1180 steels were nugget pullout and interfacial fracture. The peak load to cause a weld interfacial failure was found to be related to fracture toughness of the weld and the weld diameter. Although interfacial fracture occurred in the spot welded samples, the load-carrying capacity of the weld was high and not significantly affected by the fracture mode. Substantial part of the weld exhibits the characteristic dimple (or elongated dimple) fractures on interfacial fractured surface also, dimple fracture areas were drawmatically increased with heat input which is propotional to the applied weld current. In spite of the high hardness values associated with the martensite microstructures due to high cooling rate. The high load-carrying ability of the weld is directly associated with the area of ductile fracture occurred in weld. Therefore, the judgment of the quality of resistance spot welds in TRIP1180 steels, the load-carrying capacity of the weld should be considered as an important factor than fracture mode.

파괴역학을 이용한 경화모래로 이루어진 사면의 해석 (Analysis of Steep Cuts and Slopes in Cemented Sand Using Fracture Mechanics)

  • Kim, Tae-Hoon;Kang, Kwon-Soo;Lee, Jong-Cheon
    • 한국지반공학회논문집
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    • 제19권6호
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    • pp.161-168
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    • 2003
  • 대부분의 자연상태의 사질토는 어느 정도 경화되어 있다. 경화의 정도는 흙의 체적변형 거동이나 강도에 중요한 영향을 준다. 경화된 사질토 지반의 중요한 특징은 사질토임에도 불구하고 굉장히 높이 서 있을 수 있다는 것이다. 많은 현장 관측이나 경화모래로 된 사면의 파괴 해석들은 기존의 사면해석방법이 적절하지 않다는 것을 보여준다. 이것은 단지 파괴면이 원호가 아니라는 점뿐만 아니라 파괴면에서의 전단응력이 실험으로부터 얻어진 전단강도보다 훨씬 작기 때문일 것이다. 이러한 사실은 파괴양상이 Mohr-Coulomb 전단파괴와 다르다는 것을 말한다. 이런 파괴는 파괴역학 개념과 이론으로 설명될지도 모른다. 이 논문에서는 파괴 역학 개념을 이용해서 경화모래로 이루어진 급경사 사면의 해석을 수행하였다. FEM 해석 결과는 파괴역학의 개념을 이용한 해석방법이 경화사질토로 이루어진 지반구조물의 설계나 안정해석에 훌륭한 대안임을 보여주고 있다.

액상가압공정으로 제조된 금속 연속섬유강화 비정질 복합재료의 미세파괴거동 (Microfracture Behavior of Metallic-Continuous-Fiber-Reinforced Amorphous Matrix Composites Fabricated by Liquid Pressing Process)

  • 이규홍;이상복;이상관;이성학
    • 대한금속재료학회지
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    • 제46권8호
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    • pp.524-537
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    • 2008
  • Zr-based amorphous alloy matrix composites reinforced with metallic continuous fibers were fabricated by liquid pressing process, and their fracture properties were investigated by directly observing microfracture process using an in situ loading stage installed inside a scanning electron microscope chamber. About 60 vol.% of metallic fibers were homogeneously distributed inside the amorphous matrix. Apparent fracture toughness of the stainless-steel- and tungsten-fiber-reinforced composites was lower than that of monolithic amorphous alloy, while that of the Ta-fiber-reinforced composite was higher. According to the microfracture observation, shear bands or cracks were initiated at the amorphous matrix, and the propagation of the initiated shear bands or cracks was effectively blocked by fibers, thereby resulting in stable crack growth which could be confirmed by the fracture resistance curve (R-curve) behavior. This increase in fracture resistance with increasing crack length improved fracture properties of the fiber-reinforced composites, and could be explained by mechanisms of formation of multiple shear bands or multiple cracks at the amorphous matrix and blocking of crack or shear band propagation and multiple necking at metallic fibers.

Al-Li-Cu-Zr합금의 시효에 따른 인장파괴모드변화에 미치는 미세조직의 영향 (The Influence of Microstructures on the Change of Monotonic Tensile Fracture Mode in Al-Li-Cu-Zr Alloy with Ageing)

  • 정동석;이수진;조현기
    • 열처리공학회지
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    • 제9권3호
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    • pp.212-218
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    • 1996
  • To clarify the influence of precipitation microstructure and inclusion on the monotonic tensile fracture behaviors in 2090 alloy aged at $180^{\circ}C$, the detailed measurement of hardness, tensile strength, elongation and the observation of scanning electron micrography, transmision electron micrography have been carried out. The transgranular shear ductile fracture has been observed in specimen quenched after solution treatment at $500^{\circ}C$ for 45min. While the under-aged specimen was fractured in both transgranular shear ductile and intergranular fracture mode, the fracture mode of peak-aged and over-aged alloy was predominantly intergranular fracture. The fracture behavior of each ageing condition was influenced by the change of precipitation microstructural features. In the case of peak-aged and over-aged alloys, the coarse and heterogeneous slip band caused by both shearable nature of the ${\delta}^{\prime}(Al_3Li)$ precipitates and PFZ along the high angle grain boundary aid the localization of deformation, resulting in low energy intergranular fracture. It was also estimated that the fractured T-type intermetallic phases (inclusion) and the equilibrium ${\delta}$(AlLi) phases which were formed at grain boundaries palyed an important role in promoting intergranular fracture mode.

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After-fracture behaviour of steel-concrete composite twin I-girder bridges: An experimental study

  • Lin, Weiwei
    • Steel and Composite Structures
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    • 제42권1호
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    • pp.139-149
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    • 2022
  • To simplify the design and reduce the construction cost of traditional multi-girder structural systems, twin I-girder structures are widely used in many countries in recent years. Due to the concern on post-fracture redundancy, however, twin girder bridges are currently classified as fracture critical structures in AASHTO specifications for highway bridges. To investigate the after-fracture behavior of such structures, a composite steel and concrete twin girder specimen was built and an artificial fracture through the web and the bottom flange was created on one main girder. The static loading test was performed to investigate its mechanical performance after a severe fracture occurred on the main girder. Applied load and vertical displacement curves, and the applied load versus strain relationships at key sections were measured. To investigate the load distribution and transfer capacities between two steel girders, the normal strain development on crossbeams was also measured during the loading test. In addition, both shear and normal strains of studs were also measured in the loading test to explore the behavior of shear connectors in such bridges. The functions and structural performance of structural members and possible load transfer paths after main girder fractures in such bridges were also discussed. The test results indicate in this study that a typical twin I-girder can resist a general fracture on one of its two main girders. The presented results can provide references for post-fracture performance and optimization for the design of twin I-girder bridges and similar structures.

기계적 프레스 접합법을 이용한 A1-5052 인장-전단 시험편의 강도 평가에 관한 실험적 연구 (An Experimental Study on the Strength Evaluation of A1-5052 Tensile-Shear Specimens Using a Mechanical Press Joining Method)

  • 임두환;이병우;류현호;김호경
    • 한국공작기계학회논문집
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    • 제12권1호
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    • pp.58-64
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    • 2003
  • A mechanical press joining was investigated in ender for joining A1-5052 sheets for automobile body weight reduction. Static tensile and fatigue tests were conducted using tensile-shear specimens for evaluation of fatigue strength of the joint. During Tox joining process for A1-5052 plates, using the current sheet thickness and punch diameter, the optimal applied punching force was found to be 32 kN under the current joining condition. For the static tensile-shear experiment results, the fracture mode is classified into interface fracture mode, in which the neck area fractured due to influence of neck thickness, and pull-out fracture mode due to influence of plastic deformation of the joining area. And, during fatigue tests for the A1-5052 tensile shear specimens, interface failure mode occurred in the region of low cycle. The fatigue endurance limit approached to 6 percents of the maximum applied load, considering fatigue lifetime of $2.5\times10^6$ cycles.