• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.419-426
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• 2002

In this study, the steel strip reinforcement bolted with braced angles is displayed skin friction resistance as well as passive resistance through existing the steel strip reinforcement. To understand pullout behavior characteristics, friction effects between soil and reinforcement are evaluated with the width of reinforcement, magnitude of surcharge, and existence of passive resistance member through laboratory pullout test. To analyze interference effects for passive resistance member, various tests are carried on case that the number, the location, and the spacing of braced angles are different. Using this test result, pullout resistance factor is calculated to consider location of braced angles and degree of interference for spacing ratio.

• Elastomers and Composites
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• 제58권1호
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• pp.17-25
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• 2023

Abrasion tests of model tire tread compounds (NR and NR/BR blend compounds) were performed at different slip angles (1° and 7°) using a laboratory abrasion tester. The abrasion behavior was investigated by analyzing the worn surface and wear particles. The abrasion spacing formed on the specimen worn at the large slip angle of 7° was significantly narrower than that at the small slip angle of 1°, while the abrasion depth for the specimen worn at 7° was lower than that at 1°. The abrasion spacing and depth tended to be narrower and lower, respectively, as the BR content increased. The abrasion patterns were clearly visible on the outside of the specimen for the slip angle of 1° but not for 7°. The wear particles had a rough surface and there were numerous micro-bumps. It was found that the crosslink density affected the abrasion patterns and morphologies of the wear particles.

• 한국구조물진단유지관리공학회 논문집
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• 제28권3호
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• pp.19-26
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• 2024

본 연구에서는 풍력타워 지지구조 연결부 1/12.5 축소모형 실험체의 압축거동을 실험적으로 분석하였다. 압축강도 140MPa의 고성능 시멘트계 그라우트를 연결부에 충전하였으며, 전단키 간격, 형상과 연결부 길이를 변수로 하여 실험을 수행하였다. 연결부 내의 전단키의 개수가 동일한 경우 연결부 길이보단 전단키의 간격이 작을수록 부착전단강도가 높게 나타났으며, 동일한 간격과 연결부 길이에서는 전단키의 높이가 높을수록 강도가 높게 나타났다. 또한 연결부 슬립량 1.0mm 내외까지 선형거동을 한 후 하중이 증가함에 따라 비선형 거동을 한후 7.0mm 내외의 슬립에서 최대 강도에 도달하는 것으로 나타났다. 전단키의 형상과 간격 등에 따라 강도가 증가함에 따라 파괴형태는 계면전단파괴에서 그라우트 파괴로 변화하는 것으로 나타났으며, 강섬유에 의해 취성적인 파괴는 발생하지 않는 것으로 나타났다.

• 대한기계학회논문집B
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• 제21권1호
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• pp.185-194
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• 1997

An experimental study has been performed on the effect of baffle parameters on shell -side heat transfer in a conventional shell-and-tube heat exchanger. The baffle spacing distance and the number of baffle were varied to investigate the behavior of unequal baffle spacing correction factor which is appeared in the Bell Delaware method for prediction of the shell-side heat transfer coefficient. It was obvious that heat duties obtained from the experiment significantly deviated from those calculated by the conventional Bell-Delaware method. A new correlation of the unequal baffle spacing correction factor was developed. It was shown that the new correlation improves the accuracy of the Bell-Delaware method considerably. This result may induce the use of the Bell-Delaware method in developing a computer software for design of shell-and-tube heat exchangers.

• 폴리머
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• 제27권2호
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• pp.129-134
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• 2003

몬모릴로나이트에 사슬 길이가 긴 알킬기를 삽입하면 층간 거리가 증가할 뿐만 아니라 소수성도 증가하며 이와 같은 특성은 다양한 고분자에 적용하여 나노복합체를 형성할 때 몬모릴로나이트의 박리거동에 영향을 미치는 것으로 알려져 있다. 본 연구에서는 물/이소프로필 알코올 용액에 몬모릴로나이트를 분산하고 여러 치환 구조를 가지고 있는 알킬 아민들의 암모늄염을 이용하여 친유성 몬모릴로나이트를 제조하여 열분해 특성, 층간 간격, 소수성 등을 조사하였다. X-선 회절 실험에 의해 알킬 치환기의 길이가 증가함에 따라 실리케이트 층간 간격이 13.1 $\AA$에서 29.4 $\AA$까지 증가함을 확인하였으며 또한 알킬 아민에 치환된 알킬 사슬의 수에 따라 친유성 몬모릴로나이트의 흡수성은 2.7%까지 감소하는 것을 확인하였다.

• 한국지반공학회논문집
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• 제27권4호
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• pp.77-87
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• 2011

이 연구에서는 실내에서 스미어가 발생한 지반을 모사하고 배수재 간격에 따른 스미어의 영향이 차후의 압밀거동에 미치는 영향을 분석하기 위하여 대형압밀챔버와 모형 맨드렐 관입 장비를 이용하여 다양한 압밀시험을 실시하였고 연직배수공법의 효율을 분석하였다. 실험결과 과압밀 영역에서는 스미어의 영향범위가 증가함에 따라 침하량도 증가하였으나, 정규압밀영역에서 스미어에 의한 침하량의 차이는 나타나지 않았다. 일반적으로 연직배수재를 설치한 경우 압밀속도를 향상시킬 수 있지만, 배수재 간격비가 감소하고 배수거리가 짧아지더라도 짧아진 배수거리만큼 압밀속도가 빨라지지는 않으며 오히려 압밀효율은 감소한다.

• Computers and Concrete
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• 제7권5호
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• pp.455-468
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• 2010

This paper presents a prediction and simulation method of tensile stress-strain curves of Engineered Cementitious Composites (ECC). For this purpose, the bridging stress and crack opening relations were obtained by the fiber bridging constitutive law which is quantitatively able to consider the fiber distribution characteristics. And then, a multi-linear model is employed for a simplification of the bridging stress and crack opening relation. In addition, to account the variability of material properties, randomly distributed properties drawn from a normal distribution with 95% confidence are assigned to each element which is determined on the basis of crack spacing. To consider the variation of crack spacing, randomly distributed crack spacing is drawn from the probability density function of fiber inclined angle calculated based on sectional image analysis. An equation for calculation of the crack spacing that takes into quantitative consideration the dimensions and fiber distribution was also derived. Subsequently, a series of simulations of ECC tensile stress-strain curves was performed. The simulation results exhibit obvious strain hardening behavior associated with multiple cracking, which correspond well with test results.

• Steel and Composite Structures
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• 제29권5호
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• pp.659-667
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• 2018

This paper deals with the experimental study on strength the strength and deformation characteristics of short circular Concrete Filled Steel Tube (CFST) columns. Effect of vertical stiffeners on the behavior of the column is studied under axial compressive loading. Intermittently welded vertical stiffeners are used to strengthen the tubes. Stiffeners are attached to the inner surface of tube by welding through pre drilled holes on the tube. The variable of the study is the spacing of the weld between stiffeners and circular tube. A total of 5 specimens with different weld spacing (60 mm, 75 mm, 100 mm, 150 mm and 350 mm) were prepared and tested. Short CFST columns of height 350 mm, outer tube diameter of 165 mm and thickness of 4.5 mm were used in the study. Concrete of cube compressive strength $41N/mm^2$ and steel tubes with yield strength $310N/mm^2$ are adopted. The test results indicate that the strength and deformation of the circular CFST column is found to be significantly influenced by the weld spacing. The ultimate axial load carrying capacity was found to increase by 11% when the spacing of weld is reduced from 350 mm to 60 mm. The vertical stiffeners are found to effective in enhancing the initial stiffness and ductility of CFST columns. The prediction models were developed for strength and deformation of CFST columns. The prediction is found to be in good agreement with the corresponding test data.

• 한국주조공학회지
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• 제27권6호
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• pp.243-249
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• 2007

The effect of Re addition and solidification rate on the directional solidification behavior of Ni-Al model alloy has been investigated. Directional solidification (DS) were carried out using the modified Bridgman furnace with various solidification rates. The solid/liquid interface during directional solidification was preserved by quenching the specimen after the desired volume fraction of original liquid was solidified. The equilibrium partition coefficients of Al and Re Were estimated by measuring the compositions at the quenched solid/liquid interface. Then, the effect of Re addition on the elemental segregation behavior was carefully analyzed. The differential scanning calorimetry results showed that the Re addition results in increased ${\gamma}'$ solvus and freezing range of the alloy. It was also shown that the primary dendrite arm spacing gradually decreases with increasing the Re content, while the secondary dendrite arm spacing appears to be independent on the Re content. The compositional analyses clearly revealed that the segregation of Al increased with increasing the Re content and solidification rate, while that of Re was found to be independent on the solidification rate in the range of $10{\sim}100{\mu}m/s$ due to its sluggish diffusion rate in the Ni solid solution.

• 대한토목학회논문집
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• 제26권3A호
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• pp.523-532
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• 2006

2거더 강교량의 건설 효율성 등을 위해서는 구조형식, 특히 가로보를 포함하는 구조계의 거동평가에 기초한 효율적이고 합리적인 설계기준 등의 제시가 필요할 것으로 생각된다. 따라서, 본 연구에서는 2거더 강교량에서 하중전달 역할을 하는 가로보의 위치, 간격 및 강성의 영향인자가 2거더 강교량의 거동 특성에 미치는 영향을 조사하고 합리적인 가로보 배치 기준을 제시하고자 한다. 기존 2거더 강교량을 대상교량으로 선정하고 가로보 특성을 적절하게 평가할 수 있는 몇가지 구조 모델링에 대해 구조해석을 실시한 결과, 가로보의 모델은 국부적인 응력집중과 바닥판의 하중분배 효과를 고려할 수 있는 쉘요소 및 솔리드 요소가 적합할 것으로 판단된다. 이러한 쉘요소 및 솔리드 요소를 사용하여 가로보의 배치 위치, 배치 간격 및 강성을 변수로 구조해석을 실시하여 효율적인 가로보 설계기준을 제시하였다.