• 제목/요약/키워드: Fatigue strength curve

검색결과 184건 처리시간 0.022초

등가강도 개념에 의한 탄소섬유 복합재료의 이축강도 및 피로수명 예측 (Prediction of Biaxial Strength and Fatigue Life using the Concept of Equivalent Strength)

  • 이창수;황운봉
    • Composites Research
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    • 제12권2호
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    • pp.53-61
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    • 1999
  • 복합재료의 파단식은 강도계수의 산정이 쉽고, 형상이 유연하며, 논리적인 단순성을 유지하기 위하여 각 파단모드와 하중조건을 고려하는 것이 바람직하다. 본 연구에서는 인장 및 비틀림의 이축하중에 대한 등가강도를 도입함으로써 새로운 파단식을 유도하였다. 이축 실험 결과는 등가이축강도가 cos($tan^{-1}R_b$)의 지수함수로 표현됨을 보였다. 이축하중의 파단강도는 일방향 인장강도 및 비틀림강도와 이축비의 함수로 예측할 수 있다. 실험 데이터의 산포성은 Weibull 분포함수와 등가이축강도 개념을 이용하여 분석하였다. 또한, 일방향 인장 및 비틀림 S-N 선도로부터 복합하중하의 S-N 선도를 구할 수 있는 피로해석법을 평면 응력 모델을 기반으로 개발하였다. 예측결과는 적층복합재료의 이축강도와 피로수명의 실험 데이터와 잘 일치하였다.

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혼화재를 다량 치환한 경량 및 보통중량 콘크리트의 압축피로 특성 평가 (Evaluation on Fatigue Performance in Compression of Normaland Light-weight Concrete Mixtures with High Volume SCM)

  • 문재성;양근혁
    • 한국건설순환자원학회논문집
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    • 제2권4호
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    • pp.354-359
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    • 2014
  • 이 연구의 목적은 혼화재 다량 치환 경량 및 보통중량 콘크리트의 압축 피로 특성 평가이다. 사용된 결합재는 시멘트 30%, 플라이애쉬 20%, 고로슬래그 50%이다. 콘크리트의 설계 압축강도는 40MPa 이다. 반복하중은 최대 응력비가 정적 콘크리트 압축강도의 75%, 80% 및 90%와 최소 응력비가 정적 강도의 10% 범위에서 1Hz의 속도로 가력하였다. 실험결과 혼화재 다량 치환 경량콘크리트의 피로수명은 혼화재 다량치환 보통중량 콘크리트에 비해 다소 낮았다. 최대응력에서의 피로변형률 값은 피로수명의 약 90% 이후부터 정정 응력-변형률 곡선의 하강부와 교차하였다.

고주파 담금질에 의한 SCM440강의 기계적 특성에 관한 연구 (A Study on the Mechanical Properties by High-Frequency Induction Hardening of SCM440 Steel)

  • 안석환;남기우;김태일;이문용;김동규
    • 한국해양공학회지
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    • 제23권2호
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    • pp.74-80
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    • 2009
  • Surface hardening treatments, such as using the high-frequency induction hardening method, are widely used to increase the fatigue life and prevent the failure of materials by locally increasing the surface hardness. This method, in particular, brings an improvement in static strength by compressive residual surface stress due to the hardening. In this study, the mechanical properties of high-frequency induction hardened SCM440 steel were investigated. These results were also compared with those for base metal and a Q/T (tempering after quenching) treatment specimen. The test results showed that partially high-frequency induction hardened SCM440 steel specimens were more improved in static strength, surface hardness, fatigue limit, and anti-wear than the base metal and Q/T treatment specimens. In particular, the fatigue limit of the high-frequency induction hardened SCM440 steel increased by more than about 52% compared to that of base metal and by about 25% compared to that of the Q/T specimen.

최대응력을 이용한 STS301L 다중접합 점용접 이음재의 피로해석 (Fatigue Analysis of Spot-welded Multi-Lap Joint of STS301L Using the Maximum Stress)

  • 남태헌;정원석;배동호
    • 한국자동차공학회논문집
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    • 제11권6호
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    • pp.101-107
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    • 2003
  • Since stainless steel sheets have good mechanical properties, weldability, appearance and corrosion resistance, they are commonly used as one of the structural materials of the railroad cars or the commercial vehicles which are manufactured by the spat welding. Among the many kinds of spot welded lap joints, it can be found that multi-lap joints are employed in their body structure. But, fatigue strength of these joints is lower than that of base metal due to high stress concentration at the nugget edge of spot weld and is considerably influenced by welding conditions as well as the mechanical and geometrical factors. Thus, it is necessary to establish a reasonable and systematic design criterion for the long life design of the spot-welded body structures. In this paper, the stress distribution and deformation around the spot-welded multi-lap joints subjected to tensile shear load was numerically analyzed. Also, the $\Delta$P-Nf curve was obtained by fatigue tests. Using these results, $\Delta$P-Nf curves were rearranged in to the ${\Delta}{\sigma}$-Nf relation with the maximum stress at nugget edge of spot weld.

Study on uplift performance of stud connector in steel-concrete composite structures

  • Ju, Xiaochen;Zeng, Zhibin
    • Steel and Composite Structures
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    • 제18권5호
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    • pp.1279-1290
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    • 2015
  • The main role of studs, which act as connectors of the steel-concrete composite structures, is to ensure that the steel and the concrete work together as a whole. The studs in steel-concrete composite structures bear the shearing force in the majority of cases, but in certain locations, such as the mid-span of a simply supported composite beam, the studs bear axial uplift force. The previous studies mainly focused on the shearing performance of the stud by some experimental and theoretical effort. However, rare studies involved the uplift performance of studs. In this paper, the single stud uplift test on 10 composite specimens was performed. Meanwhile, based on the test, numerical analysis was introduced to simulate the concrete damage process due to the stud uplifted from concrete. The static ultimate bearing capacity, under which the stud connector was pulled out from the damaged reinforced concrete, is much larger than the cyclic ultimate bearing capacity, under which the weld joint between stud and steel plate fractured. According to the fatigue test results of 7 specimens, the fatigue S-N curve of the construction detail after minus 2 times standard deviation is $logN=24.011-9.171\;log{\Delta}{\sigma}$, the fatigue strength corresponding to $2{\times}10^6$ cycles is 85.33 MPa.

적층제조 공법이 적용된 소형 항공 플랫폼용 슬롯 배열 초고주파 안테나의 진동피로수명평가에 대한 연구 (Vibration Fatigue Life for Slot Array RF Antenna Applied to Small Aviation Platform)

  • 김기승;김효태;최혜윤;정화영
    • 한국기계가공학회지
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    • 제21권1호
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    • pp.73-80
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    • 2022
  • Sensors are applied to small aviation platforms for various purposes. Radio frequency (RF) antennas, which are representative sensors, are available in many forms but require the application of slot array RF antennas to ensure high performance and designation. Slot RF array antennas are applied to dip brazing techniques, but the yield and production time are determined by the proficiency of production personnel in a labor-intensive form. Unmanned aerial vehicles or drones, which are representative small aviation platforms, are continuously exposed to various random vibrations because propellers and multiple power sources are used in them. In this study, the fatigue life of slot array RF antennas applied with additive manufacturing was evaluated through the cumulative damage method (Miner's rule) in a vibration environment with a small aviation platform. For the evaluation, an S N curve obtained from a fatigue strength test was used.

FRP 보강 RC보의 피로거동 (Fatigue behaviors on the reinforced concrete beam strengthened with FRP)

  • 김재영;김충호
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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    • pp.505-506
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    • 2009
  • 이 논문은 보수 보강 공법으로 쓰이고 있는 FRP bar와 GSP 매입공법의 피로거동에 대한 연구이다. 실험에서 응력비 R는 0.1이고 피로하중 주파수는 1.5Hz이다. 피로실험 결과, S-N 곡선에서 GFRP bar와 GSP 보강보의 피로강도는 각각 정적강도의 58%, 52% 수준임을 얻었다.

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ABS 작동에 의한 캘리퍼하우징에 미치는 피로손상평가 (Fatigue Damage Analysis of the Caliper Housing under ABS Mode)

  • 김정엽;모종운
    • 한국자동차공학회논문집
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    • 제4권4호
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    • pp.156-163
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    • 1996
  • The brakes are the most important safety-critical accident avoidance components of a motor vehicle. They must perform safely under a variety of operating conditions and must have enough strength not to fail during the life of a vehicle. Recently, anti-lock brake systems are used on more and more passenger cars. The ABS brakes modulate brake line pressure to prevent brakes from locking during braking. In this study, finite element analysis, material test for FCD45, measurement of stress and cumulative fatigue damage analysis were performed to evaluate fatigue damage of the caliper housing under ABS mode.

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Y$_2$O$_3$ 를 첨가한 정방정 지르코니아에서의 접촉손상 및 강도저하 (Contact Damage and Strength Degradation of Yttria doped Tetragonal Zirconia Polycrystal)

  • 정연길;최성철
    • 한국세라믹학회지
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    • 제35권5호
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    • pp.429-436
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    • 1998
  • The mechanical properties and damage mode of {{{{ {Y}_{2 } {O}_{3} }}-doped tetragonal (Y-TZP) can-didated as biomaterials were performed under indentation stress-strain curve critical load for yield and cracking strength degradation and fatigue behavior with Hertzian indentation tests. This material shows the brittle behavior which is confirmed by indentation stress-strain response. The critical load for cracking(Pc) is much higher than that for yields (Py) indicating crack resistance Strength were strongly dependant on contact area and there were no degradation when the indenter size was ${\gamma}$=3.18 mm suggesting that Y-TZP should be highly damage tolerant to the blunt contacts. Multi-cycle contact were found to be innocuous up to {{{{ {10 }^{6 } }} cycles at 500N and {{{{ {10 }^{5 } }} cycles at 1000N in water. On the other hand contacts at {{{{ {10 }^{6 } }} cycles at 1000 N in water did show some signs of incipient degradation. By contrast contacts with Vickers indenter pro-duced substantial strength losses at much lower loads suggesting that the mechanical integrity of this ma-terial would be compromised by inadvertent sharp contacts.

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Pultrusion 복합 샌드위치 패널의 신뢰성 평가 (Reliability Evaluation on Pultrusion Composite Sandwich Panel)

  • 이학성;김은성;오제하;김동기;이주영;강신재
    • 한국생산제조학회지
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    • 제22권3호
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    • pp.414-420
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    • 2013
  • Research on decreasing the weight of composite sandwich panels is in progress. This paper reports the experimental results for the mechanical behavior of a composite sandwich panel. The skins of sandwich panels were made of glass fiber sheets and plywood matrix composites. Their interior layers consisted of glass fiber pultrusion pipes and gold foam. Experimental tests were performed to obtain the mechanical properties and complex mechanical behavior. Before fatigue tests, tensile tests and 3-point bending tests were carried out to obtain the optimal design and determine their strength and failure mechanisms in the flat-wise position. After the static test, a fatigue test were conducted at a load frequency of 5 Hz, stress ratio (R) of 0.1, and endurance limit for the S-N curve. It showed that the failure modes were related to both the core design and skin failure.