• 한국농공학회논문집
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• 제46권2호
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• pp.59-66
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• 2004

This study was performed to evaluate the freezing and thawing properties of the high strength concrete using recycled coarse aggregate. The recycled coarse aggregate replaced natural crushed aggregate by 0%, 25%, 50%, 75% and 100%. The compressive strength of the concrete using recycled coarse aggregate showed more than 300 kgf/$cm^2$ at the curing age 28 days. The mass loss ratio by freezing and thawing was less than 1% at all mix type. The relative dynamic modulus of elasticity was decreased with increasing the freezing and thawing cycles. Also, the durability factor by the freezing and thawing was decreased with increasing the content of recycled coarse aggregate. But, the recycled concrete except 100% recycled coarse aggregate showed 60 or more durability factor in the freezing and thawing 300 cycles. Accordingly, these recycled coarse aggregate can be used for high strength concrete.

• 콘크리트학회지
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• 제4권1호
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• pp.89-96
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• 1992

콘크리트의 내동해성은 일반적으로 공기량이나 기포조직 및 분포에 따라 크게 영향을 받으며 콘크리트의 강도와도 관련이 있는 것으로 알려져 있다. 본 연구에서는 고강도콘크리트의 동결융해 저항성에 미치는 공기량 및 기포조직 특히 간격계수의 영향에 관한 실험적 연구로서 우선 압축강도는 Non-AE콘크리트를 대상으로 400-500kg/$\textrm{cm}^2$를 목표로 하였고, 실험결과 내구성지수가 10~20%정도에 불과하므로 다음단계로 공기량 2~12%인 AE콘크리트로 하여 내구성 향상을 도모하였다. 이 때 단위시멘트량, 물\ulcorner시멘트비등을 변화시킨 20종류의 콘크리트 배합에 대해 500cycle까지 동결융해시험을 실시하였다. 결론적으로 동결융해의 저항성은 물\ulcorner시멘트비 보다는 공기량과 더 밀접한 관계가 있었고 임계내구성지수에 대응하는 간격계수는 물\ulcorner시멘트비에 따라 다르다는 사실을 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.471-474
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• 2005

Reliability-based durability model was developed to consider the uncertainty of analysis variables in durability model for harbor concrete structures. The durability analysis program based on Finite Element Method (FEM) was modified adopting the reliability concept to estimate the probability of durability failure. Water-cement ratio in the durability analysis is the most important factor influencing chloride diffusion coefficient, evaporable water, etc. The probability distribution of water-cement ratio was calculated converting standard deviations of compressive strength in Concrete Standard Code to those of water-cement ratio. Based on the Monte Carlo Simulation, the probabilities of penetration depth and durability failure were calculated.

• 한국자동차공학회논문집
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• 제22권3호
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• pp.75-80
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• 2014

In previous study, make an attempt to estimate exhaust valve seat and seat-ring wear acceleration factor for engine durability test with measuring and consideration of wear mechanism. But found abnormal initial wear rate in exhaust valve seat-ring. And have to improve exhaust valve seat-ring wear rate for reliability reason, because next GDI/Turbo engine is based on this engine and GDI/Turbo engine have higher combustion pressure and higher thermal load. In this study, Trying to find the cause of abnormal wear factor, improve valve-train durability by change specification & design of parts and verify variant parts for improving durability of valve-train. And then I would like to propose a design guide line of valve-train system in a reliability point of view, besides make a complement of previous study.

• 한국산업융합학회 논문집
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• 제13권2호
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• pp.77-84
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• 2010

Recently, the concept of structural design against instability has been proposed in the chassis parts. The design considerations of lower control arm of chassis parts under the buckling and durability strengths are the general. More precisely, this paper considers a specific application and associated optimization problem for two strengths, where the design variables are the physical or geometric dimensions for skins and stiffeners. The objective is the minimization of the total weight, while optimization constrains involve reserve or improve factors for the buckling and durability strengths. The most important features are related to the numerical simulations for the estimation of buckling factor and their sensitivities by means of nonlinear and linear finite element analyses. The bucking and durability strength analyses, and the morping geometries are directly included in the optimization problem and the modified design is formulated. As a result, the optimal structure with stable behavior is obtained or increases the buckling and durability strengths of parts. Most of design problems for structures exposed to elastic instability can be formulated and solved.

• Advances in concrete construction
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• 제7권2호
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• pp.75-85
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• 2019

The present study is focused on the mechanical and durability properties of ternary blended cement concrete mix of different grades 30 MPa, 50 MPa and 70 MPa. Three mineral admixtures (fly ash, silica fume and lime sludge) were used as a partial replacement of cement in the preparation of blended concrete mix. The durability of ternary blended cement concrete mix was studied by exposing it to acids HCl and $H_2SO_4$ at 5% concentration. Acid mass loss factors (AMLF), acid strength loss factor (ASLF) and acid durability factor (ADF) were determined, and the results were compared with the control mix. Chloride ions penetration was investigated by conducting rapid chlorination penetration test and accelerated corrosion penetration test on control mix and ternary blended cement concrete. From the results, it was evident that the usage of these mineral admixtures is having a beneficiary role on the strength as well as durability properties. The results inferred that the utilization of these materials as a partial replacement of cement have significantly enhanced the compressive strength of blended concrete mix in 30 MPa, 50 MPa and 70 MPa by 42.95%, 32.48% and 22.79%. The blended concrete mix shown greater resistance to acid attack compared to control mix concrete. Chloride ion ingress of the blended cement concrete mix was low compared to control mix implying the beneficiary role of mineral admixtures.

• 자동차안전학회지
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• 제12권3호
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• pp.27-33
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• 2020

In this paper, the process of predicting efficient durability performance for vibration durability test of automobile parts using vibration test load on automobile fuel tank is presented. First of all, the common standard load that can be applied to the initial development process of the automobile was used for the fuel tank and the vulnerability of the fuel tank to the vibration fatigue load was identified through frequency response analysis. In addition, the vulnerability of the fuel tank was re-enacted through vibration durability test results, and the scale factor was applied to the standard load. In order to predict the vibration durability performance required for detailed design, vibration fatigue analysis was performed on the developed vehicle with the frequency of vibration severity equivalent to the durability test, and the vulnerability and life span of the fuel tank were identified through the process of applying weights to these selected standard loads, thereby reducing the test time of the development vehicle.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(II)
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• pp.161-164
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• 2005

A probability-based durability design which minimizes the uncertainties on durability parameters of concrete is proposed for reinforced concrete structures subjected to chloride attack. The uncertainties of various factors such as water-cement ratio, curing temperature, age of concrete and the variation of these factors which affect chloride ion diffusion are considered. For the durability design, a probability-distribution function for each factor is obtained and a program which combines Fick's 2nd law and Monte Carlo simulation is developed. The durability design method proposed in this study considers probability of durability limit and probability of the concentration of chloride ion, so that the probability-based deterioration prediction is possible.

• 한국산학기술학회논문지
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• 제20권5호
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• pp.66-72
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• 2019

동력 집중식 고속 철도차량의 승차감과 주행 안정성 향상 방안으로서 채택한 관절형 대차는 차체와 결합된 기존 독립대차와 달리 객차 사이를 갱웨이 링에 의하여 연결한다. 갱웨이 링은 열차 주행 동안 객차분리를 방지하면서 객차사이 승객 이동에 대한 절대적 안전을 확보되어야 함에도 불구하고, 아직까지 정량적인 내구성 시험기준 설정이 미비하다. 따라서 동력 집중식 고속 철도차량의 승차감과 승객 안전성을 향상을 위해서는 관절형 대차 갱웨이 링에 대한 내구성 평가의 시험기준에 대한 체계적인 연구가 중요하다. 본 연구에서는 고속 철도차량 관절형 대차의 갱웨이 링에 대한 안전성을 검토하기 위하여, 열차 운행조건에 준한 전후, 좌우 및 수직의 3축 모드로부터 7가지 혼합모드 하중조건을 도출하였다. 이 하중조건하에 유한요소해석결과로부터 각 부품들의 안전율은 최소 2.4 이상이다. 또한 변형률-피로수명설계관점에서 내구성 해석을 통하여 피로안전성을 평가하였다. 본 갱웨이 링에 대한 내구성 시험은 혼합모드 하중조건하에 총 4단계의 1,000만 사이클을 수행하였다. 내구성 시험 후에 침투 탐상 검사기법을 이용하여 각 부품의 결함유무를 검토하였다.

• 한국산학기술학회논문지
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• 제21권11호
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• pp.283-290
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• 2020

다공성 아스팔트포장은 혼합물 속의 공극으로 인해 수막이 제거되어 교통사고가 현저히 줄고 및 타이어 교통소음이 크게 저감되어 선진외국에서는 많이 이용되고 있으나 국내에서는 다공성 아스팔트포장의 내구성에 대한 우려 때문에 적용이 지연되고 있다. 본 연구에서는 다공성 아스팔트포장에 대한 내구성을 향상시켜 나갈 수 있는 통계적 방안을 찾고자 수행되었다. 다공성 아스팔트 혼합물의 내구성을 나타내는 지표로는 일반적으로 알려져 있는 칸타브로시험으로 선정하였다. 다공성 아스팔트혼합물의 규격에 만족하는 바인더와 골재로 제작된 아스팔트 혼합물에 대하여 칸타브로시험을 실시하였다. 칸타브로실험은 4개 조에 대하여 각 3회 반복 실시하여 각각 칸타브로 손실률을 구하였다. 실험결과 4개 조의 평균값들은 기준값을 모두 만족하는 것으로 나타났다. 그리고 실험결과의 통계적 분석과정인 분산분석을 통해 내구성의 품질에 차이가 있는 실험 조를 정량적으로 구분할 수 있고 이를 통해 문제점을 찾아내어 내구성을 향상시킬 수 있다. 또한 준공 시에 품질에 따라 페널티나 인센티브를 제공하는 방안도 자발적인 품질개선을 유도할 수 있고 이를 위한 지불계수도 한정된 자료의 통계적 분석을 통해 산정될 수 있음을 확인하였다. 이와 같은 지불계수의 운영을 통해 시공자의 적극적인 품질향상을 유도할 수 있고 또한 품질관리 기준의 적정성 평가를 통해 지속적으로 다공성 아스팔트 혼합물의 내구성을 증진시켜 나갈 수 있다.