• 한국안전학회지
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• 제32권5호
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• pp.8-12
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• 2017

Bicycles are very popular sporting goods in these days. Thus, the durability of bicycles is very important for the safety of bicyclists. It is well known that a bicycle frame is a major component which is essential to the safety and performance of a complete bicycle. In this study, the durability of bicycle frames were experimentally investigated under the fatigue load. Eighty bicycle frames with different types and materials were prepared and tested according to EN standards. Three kinds of fatigue loads, that is, pedalling, vertical and horizontal fatigue load, which occur constantly during riding a bicycle, were applied to the bicycle frames. The experimental results show that the horizontal fatigue load was the severest mode to pass EN standard. The pass ratio of horizontal fatigue load test was 45.2%, while the pass ratio of vertical fatigue load test was 100%. Most of cracks were found at the right side of bottom bracket shell and at the intersection area between head tube and down tube. It seems that the experimental results can be applied to improve the safety and performance of a bicycle frame.

• 한국구조물진단유지관리공학회 논문집
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• 제27권2호
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• pp.1-7
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• 2023

기존 신축이음장치 교체 시간을 절감하고, 차선별 부분교체가 가능하도록 보수성을 개선한 신축이음장치 시스템(HRS)에 대하여 실물규모의 수직하중 피로시험과 윤하중 성능실험을 수행하여 내구성을 평가하였다. 수직하중 피로시험결과 레일형 신축이음장치의 최대응력은 170 Mpa이며, 이는 HRS 신축이음장치레일의 항복강도 355MPa의 약 47.8% 수준이다. 보수성을 개선한 HRS 신축이음장치의 수직하중 피로시험은 도로교설계기준에 따라 재하판의 크기와 하중을 설정하였고, 200만회 수직하중 피로시험과 윤하중 성능실험에 있어서 파괴거동을 나타내지 않았으며 그 내구성과 안전성을 확인하였다.

• 한국철도학회논문집
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• 제3권4호
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• pp.194-202
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• 2000

Fatigue behavior of shear joints between the combined reinforced concrete(RC) and the reinforced steel fiber concrete(SFRC) specimens has been experimentally investigated. Experimental parameters used are the amount of steel fiber and the type of shear joint. Six specimens have been tested under static load, and eight specimens have been subjected to the fatigue load in a range of 50 % and 5 % of the ultimate static load. The purpose of this research is to propose an empirical formula for fatigue shear behavior of the combined RC and SFRC structures on the basis of experimental result. It can be observed from experimental results that addition of steel fibers to concrete specimen increases the static ultimate load by approximately 25 %, enhances the fatigue behavior, and also reduces vertical and lateral displacements at the shear joint for a given load cycle after the occurrence of first crack.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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• pp.389-396
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• 2000

Fatigue behavior of shear joints between combined reinforced concrete(RC) and reinforced steel fiber concrete(RSFC) specimens has been experimentally investigated. Experimental parameters used are the amount of steel fiber and the type of shear joint. 6 specimens have been tested under static load, and 8 specimens have been subjected to the fatigue load in a range of 50% and 5 % of the ultimate static load. The purpose of this research is to propose an empirical formula for fatigue shear behavior of combined RC and RSFC structures on the basic of experimental result. It can be observed from experimental result that addition of steel fibers to concrete specimen increases the static ultimate load by approximately 25%, enhances the fatigue behavior, and also reduces vertical and lateral displacements at the shear joint for a given load cycle after the occurrence of first crack.

• 한국정밀공학회지
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• 제21권8호
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• pp.97-105
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• 2004

The vertical roller mill is the important machine grinding and mixing various crude materials in the manufacturing process of portland cement. Table liner is one of grinding elements of vertical roller mill and is subjected to the cyclic bending stress by rollers and the centrifugal force by rotation of table. It demands $4{\times}10^7$ expense of life but has $4{\times}10^6~-8{\times}10^6$ cycle. It fractures at the edge of grinding path of outside roller The repair expense fur it amounts to 30% of total maintenance of vertical roller mill. Therefore, this study shows the fracture mechanism of table liner of vertical roller mill using HDM and fatigue analysis

• 한국안전학회지
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• 제15권1호
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• pp.132-139
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• 2000

In this study, the fatigue life assessments of steel railway bridge in Japan National Railway were carried out. This railway bridge has been under in service from 1957, and fatigue damages were occurred at bead toe of upper part of vertical stiffeners of stringers, bead toes of scallop in lower part of vertical stiffeners in stringers and crossings of cross beams and stringers. From this study, a series of field tests were carried out by stress history measurement about above mentioned points. And as a results of stress histogram analysis, cummulative fatigue damage rate and fatigue life of these members should be calculate quantitatively. And from this estimation technique, cummulative fatigue damage rate and fatigue life of this railway bridge were strongly affected in passing tonage every year and the histories of live load.

• 한국강구조학회 논문집
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• 제21권1호
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• pp.93-103
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• 2009

2거더 플레이트교는 주부재인 바닥판과 거더, 2차부재인 가로보, 수직보강재 및 수평보강재 등으로 구성되어 있다. 2거더교는 AASHTO와 국내의 도로교설계기준에는 하나의 거더가 손상되면 그 교량의 기능과 안전성에 문제가 야기되는 단재하 경로 구조로 규정되어 있다. 이러한 이유 때문에 2거더교의 피로균열은 교량의 안전성에 심각한 영향을 줄 수 있다. 따라서 본 논문에서는 2거더교에서 피로균열 발생 가능성이 높은 수직보강재와 거더 복부의 연결부를 대상으로 수직보강재 스캘럽 곡률반경 및 복부두께를 변화시키면서 피로 평가를 수행하였다. 이 결과에 기초하여 피로에 유리한 구조상세 및 간이 평가식을 제안하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2003년도 춘계학술대회
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• pp.163-169
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• 2003

The vertical roller mill is the important machine grinding and mixing various crude materials in the manufacturing process of portland cement. Table liner is one of grinding elements of vertical roller mill and is subjected to the cyclic bending stress by rollers load and the centrifugal force by rotation of table. It demands $4{\times}10^7$ cycle but has $4{\times}10^6{\sim}8{\times}10^6$ cycle. It fractures at the edge of grinding path of outside roller. The repair expense for it amounts to 30% of total maintenance of vertical roller mill. Therefore, this study shows the fracture mechanism of table liner for vertical roller mill using HDM and fatigue analysis

• 한국정밀공학회지
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• 제24권9호
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• pp.119-129
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• 2007

The residual life expectancy of the container crane which has been operated more or less 39 years is examined carefully, especially on the boom structure. The basic load and load combination need to be considered for to analyse the boom structure. Various parts of container crane are modeled for to analyse stress, the deflection and the fatigue. Analysis results show that the boom is stable in the stress and deflection but the boom vertical member is over the fatigue life. The rail support beam and boom bottom chord are approximately near the fatigue life. Analysis results show that the residual life of rail support beam and the boom bottom chord would be 2.2 years and 6.8 years, respectively.

• 대한토목학회논문집
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• 제30권2A호
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• pp.137-148
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• 2010

본 연구에서는 기존 엑스트라도즈드교와 PSC 사장교 사이의 영역인 주탑고비 1/6~1/7의 고주탑을 적용하여 엑스트라도즈드교의 구조적, 경제적 특성을 평가하였다. 주탑고가 증가함에 따라 사재의 연직하중 분담율의 증가와 함께 변동응력도 증가하여 사재의 피로안정성이 주요 설계변수임을 알 수 있었다. 국내에서는 엑스트라도즈드교의 설계기준 부재로 인하여 일본 설계기준을 준용하고 있다. 또한, 피로 검토하중도 정립되지 않고 있어 본 연구에서는 일본 피로 검토하중에 대응하는 국내 활하중을 적용 검토하여 DL24 하중이 피로 검토하중으로 적정함을 알 수 있었다. 제시된 피로 검토하중을 적용하여 주탑고, 주거더의 강성, 케이블 면수 등을 매개변수로 엑스트라도즈드교의 구조적, 경제적 특성을 검토하였다. 본 연구의 결과로써 일면 케이블 배치가 이면 케이블 배치보다 경제적임을 알 수 있었다. 또한, 주탑고비가 1/6의 변단면 고주탑 엑스트라도즈교에서 연직 하중분담율이 30~50% 이내로 모든 사재가 허용변동응력 이내로 들어와 사재를 효율적으로 사용할 수 있어 가장 경제적임을 알 수 있었다. 본 연구를 통해 기존의 엑스트라도즈드교보다 높은 주탑고를 적용함에 따라 구조적, 경제적으로 효율성을 높일 수 있음을 확인하였다.