• 콘크리트학회논문집
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• 제11권5호
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• pp.119-130
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• 1999

Recently, as the building structure has been larger, higher, longer and more specialized, the demand of material with high-strength concrete for building has been increasing. In this research, silica-fume was used as an admixture in order to get a high-strength concrete. From the test result, High-strength concrete with cylinder strength of 1,200kgf/$\textrm{cm}^2$ in 28-days was produced and tested. The static test was carried out to measure the ultimate load, the initial load of flexural and diagonal cracking, crack patterns and fracture modes. The load versus strain and load versus deflection relations were obtained from the static test. The relation of cycle loading to deflections on the mid-span, the crack propagation and the modes of failure according to cycle number, fatigue life and S-N curve were observed through the fatigue test. Based on the fatigue test results, high-strength reinforced concrete beams failed to 57~66 percent of the static ultimate strength. Fatigue strength about two million cycles from S-N curves was certified by 60 percent of static ultimate strength.

• 한국추진공학회지
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• 제21권6호
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• pp.73-82
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• 2017

재사용 발사체용으로 개발되는 엔진은 반복 사용 조건에 따른 저사이클 열피로 문제를 고려해야 한다. 본 연구는 연소기 재생냉각채널에 사용되는 구리합금의 피로수명을 인장시험 데이터로부터 예측하기 위하여 기존의 연구자들이 제안하였던 수명예측식을 다양한 종류의 구리합금의 경우에 적용하여 비교하였다. 제안된 수명예측식 중 공통경사법은 구리합금의 수명 예측에서 가장 좋은 결과를 보여 주었으며, 수정 Mitchell 방법은 OFHC 구리의 수명 예측에서 가장 좋은 결과를 보여주었다.

• 소성∙가공
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• 제18권3호
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• pp.217-222
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• 2009

Automobile industries have been focusing their efforts on the development of exhaust manifolds using high temperature stainless steels. Exhaust manifolds fabricated with stainless steels can be categorized into tubular and cast ones. The former is usually manufactured by forming and welding process and the latter by vacuum casting process. In the present study, high temperature mechanical properties of 5 austenitic and 4 ferritic stainless steels were investigated by performing a series of high temperature tensile and low cycle fatigue tests. One of the austenitic stainless steels was vacuum cast and the others sand cast. Fatigue life of ferritic stainless steels was higher than that of austenitic ones.

• Structural Engineering and Mechanics
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• 제77권2호
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• pp.197-215
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• 2021

Under a severe environment of multiple hazards such as earthquakes and winds, the life-cycle performance of engineering structures may inevitably be deteriorated due to the fatigue effect caused by long-term exposure to wind loads, which would further increase the structural vulnerability to earthquakes. This paper presents a framework for evaluating the lifetime structural seismic performance under the effect of wind-induced fatigue considering different sources of uncertainties. The seismic behavior of a high-rise steel-concrete composite frame with buckling-restrained braces (FBRB) during its service life is systematically investigated using the proposed approach. Recorded field data for the wind hazard of Fuzhou, Fujian Province of China from Jan. 1, 1980 to Mar. 31, 2019 is collected, based on which the distribution of wind velocity is constructed by the Gumbel model after comparisons. The OpenSees platform is employed to establish the numerical model of the FBRB and conduct subsequent numerical computations. Allowed for the uncertainties caused by the wind generation and structural modeling, the final annual fatigue damage takes the average of 50 groups of simulations. The lifetime structural performance assessments, including static pushover analyses, nonlinear dynamic time history analyses and fragility analyses, are conducted on the time-dependent finite element (FE) models which are modified in lines with the material deterioration models. The results indicate that the structural performance tends to degrade over time under the effect of fatigue, while the influencing degree of fatigue varies with the duration time of fatigue process and seismic intensity. The impact of wind-induced fatigue on structural responses and fragilities are explicitly quantified and discussed in details.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.874-882
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• 2008

In a domestic, HSR-350x which has the maximum speed 350km/h was developed and then next, the next generation high speed train which has the maximum speed 400km/h has still been developing. With developing the next generation high speed railway, there need to be a general plan to make sure of dynamic safety though the a study on the crack and failure of rail by rolling contact fatigue. Therefore, this study investigated occurring stress of rail according to the track quality, train velocity, wheel radius, track stiffness, distance between sleepers, axial force using Eisenmann's equations. For the more, via the finite element method, it investigated shear force on the rail head which could be changed by the early crack length, angle and temperature. As a result, this study confirmed the main elements which effect on the fatigue life cycle of rail.

• 한국기계가공학회지
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• 제6권1호
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• pp.62-70
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• 2007

The development of new materials that are light-weight, yet high in strength has become vital to the machinery, aircraft and auto industries. However, there are a lot of problems with developing such materials that require expensive tools, and a great deal of time and effort. Therefore, the improvement of fatigue strength and fatigue life are mainly focused on by adopting residual stress. The fatigue crack growth rate of the Shot-peened material was lower than that of the Un-peened material. And in stage I, threshold stress intensity factor of the shot-peen processed material is high in critical parts unlike the Un-peened material. Also, fatigue crack growth exponent and number of cycle of the Shot-peened material was higher than that of the Un-peened material. That is concluded from effect of da/dN. And Fatigue life shows more improvement in the Shot-peened material than in the Un-peened material. And compressive residual stress of surface on the Shot-peen processed operate resistance force of fatigue crack propagation.

• 대한기계학회논문집A
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• 제36권6호
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• pp.707-712
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• 2012

본 연구에서는 Ti-6Al-4V 합금에 대한 초고주기 피로시험 연구를 통하여 사이클에 따른 파단면 관찰결과 2가지 타입으로 명확히 구분되는 것을 확인할 수 있었다. 첫번째로 106사이클 범위에서 확인할 수 있는 것은 표면부에서 피로크랙 사이트가 시작된 전형적인 피로 파단면이다. 두번째는 107~109사이클에서는 확연히 다른 피로파단 양상으로, 표면으로부터 $500{\mu}m$ 내부에서 피로크랙 사이트가 시작되어 크게 박리되어 나간 형상으로, 크랙 사이트 주변을 관찰한 결과 미세한 마이크로 크랙들이 입계파괴 양상으로 형성되어 있는 것을 확인 할 수 있었다. 이에 내부 크랙 사이트 피로거동에 대한 연구결과와 본 시험에서 사용된 초음파피로시험기술의 이론 및 적용사례를 소개하고 현재 활발히 진행중인 연구동향을 밝히고자 한다.

• 한국철도학회논문집
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• 제11권1호
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• pp.107-113
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• 2008

최근 생애주기비용 분석이 사회기반 시설물 경제성 평가 분야의 필수적 방법으로 대두됨에 따라 체계적이고 합리적인 방법으로 각 시설물의 생애주기비용을 산정하기 위한 노력이 진행되고 있다. 합리적인 생애주기비용 분석을 위해서는 초기비용 뿐만 아니라 유지관리 비용의 예측이 필요하나 국내에서는 고속철도 구간에 강교량을 가설한지 얼마 되지 않았기 때문에 이에 대한 유지관리 특성 등을 파악하고 있지 못한 실정이다. 이에 본 연구에서는 고속철도 소수주형교의 계측데이터와 Rahgozar 등이 제안한 부식열화를 고려한 피로강도감소계수 및 Miner 손상누적법칙을 이용하여 강교량의 주된 열화의 요인이 되는 부식과 피로의 손상을 고려한 체계신뢰성해석을 실시하였다. 이 체계신뢰성 해석결과를 바탕으로 고속철도 소수주형교의 설계단계 생애주기비용 분석 모델을 제안하였다.

• 소성∙가공
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• 제24권4호
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• pp.264-271
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• 2015

In the current study, a method was proposed to quantitatively predict the wear and fatigue life of a shearing die in order to determine an effective replacement period for the die. The shearing die model of a retainer manufacturing process was used for the proposed method of quantitative life prediction. The retainer is produced through shearing steps, such as piercing and notching. The shearing die of the retainer is carefully controlled because the dimensional accuracy of the retainer is critical. The fatigue life for the shearing die was predicted using ANSYS considering S-N curves of STD11 and Gerber’s equation. The wear life for the shearing die was predicted using DEFORM-3D considering the Archard’s wear model. Experimental shearing of the retainer was conducted to verify the effectiveness of the proposed method for predicting die life. The fatigue failure of the shearing die was macroscopically measured. The wear depth was measured using a 3D coordinate measuring machine. The results showed that the wear and fatigue life in the FE analysis agree well with the experimental results.

• 한국정밀공학회지
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• 제29권6호
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• pp.626-631
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• 2012

In this study, fatigue life of the motor block bracket units for KTX-Sancheon trains was assessed. Design evaluation for railway structures was performed based on the UIC 566 regulation, and test and evaluation of fatigue life in welded parts was performed in accordance with standard ERRI B 12/RP17 and ERRI B 12/RP60. The actual vehicle dynamic stress testing was executed in KTX-Sancheon service line with the service operating speed. The dynamic stress was measured with commercial data acquisition system (MGC plus). The cumulative damage was evaluated by applying standard BS 7608 - Class F and cycle counting was used rain-flow counting method. As a result, the motor block bracket units for KTX-Sancheon trains was designed to fit the regulation and the safety of fatigue life for 30 years, assuming that KTX-Sancheon trains travels 600,000km annually, were confirmed under current operating conditions.