강재를 대처할 수 있는 다양한 복합재료 중 CFRP (Carbon Fiber Reinforced Polymer)를 사용하여 인장 물성 실험을 실시한다. KS F ISO 10406 (콘크리트용 섬유강화 폴리며(FRP 보강재 - 시험방법) 에서 FRP의 측정길이는 지름 (D)의 40 배를 기준으로 제시되어진다. 그러나 25 mm 이상의 시험체는 양단 보강부를 포함하게 된다면 대략 2 m 이상으로 제작되어지게 되고 시험이 상당히 번거롭게 됨으 로써 시험법 개선을 위해서 측정 길이별로 설정하여 성능평가 후 비교분석 한다.

PURPOSES : In this study, the luminance of night road markings was measured in a tunnel of length 200 m or less. The purpose of the project is to evaluate the consistency of night road markings. METHODS : In this study, field measurements were conducted to achieve the purpose of this study. Five tunnels with lengths of less than 200 m were selected to measure the luminance value of the road markings. The analysis of the difference in road markings between the inside and outside points of the tunnel and the analysis of alternative tunnels and points were used to assess the consistency of road markings in tunnels. RESULTS : The average luminance of the tunnel’s night road markings was 9.7, and the standard deviation was 3.0. The analysis of variance for the tunnel and point indicated that the p-value was less than 0.05 and was inconsistent. CONCLUSIONS : In conclusion, consistency was assessed by measuring the luminance value of the short tunnel of length 200 m in the Cheongju Sangju Expressway, and it was confirmed that the luminance of the road markings was not consistent with the tunnel and point. Finally, it is necessary to control night lightings on roads outside the tunnel or adjust lighting facilities in the tunnel to enhance the consistency of luminance.

This research presents assessmental FRP plate, one of materials used for reinforcing damage of RC structure caused by deterioration. in order to investigate effective bonding length and bonding strength according to material property of epoxy used for bonding between FRP-Concrete, experimental tests for 3 specimens with each bonding length of 50,100,150,200and 250mm respectively are performed. test results indicate frat material property of epoxy can affect effective bonding length of FRP-Concrete.

The purpose of this study was to compare the intra-rater and inter-rater reliability of three methods for measuring iliotibial tract length in 40 knees of 20 subjects. The measurements were performed by two examiners and one assistant. The length of the iliotibial tract was measured using three methods: the first used a modified Ober test with an inclinometer, the second used a modified Ober test with a marker, and the third used active adduction test with a marker in the supine position. Each examiner used the three methods in two sessions. For the first method, the inclinometer value was recorded manually. For the second and third methods, Image J analysis software was used to analyze the photographs taken. The intra-rater and inter-rater reliability of the measured value was assessed by means of intra-class correlation coefficients [ICC (3,1)] and the standard error of measurement. The intra-rater reliabilities of the three methods were excellent (ICC=.97, .95, and .94, respectively), and the inter-rater reliabilities of the first and second methods were fair to good (ICC=.64 and .65, respectively). The inter-rater reliability of the third method was excellent (ICC=.88). Our results suggest that the active adduction test is an objective and qualitative measurement method for measuring iliotibial tract length. We recommend that the active adduction test be used for measuring iliotibial tract length in the clinical setting.

The plastic hinge region of RC pier ensures its nonlinear behavior during strong earthquake events. It is assumed that the piers secure sufficient strength and ductility in order to prevent the collapse of the bridge during strong earthquake. However, the presence of a lap-splice of longitudinal bars in the plastic hinge region may lead to the occurrence of early bond failure in the lap-splice zone and result in significant loss of the seismic performance. The current regulations for seismic performance evaluation limit the ultimate strain and displacement ductility considering the eventual presence of lap-splice, but do not consider the lap-splice length. In this study, seismic performance test and analysis are performed according to the cross-sectional size and the lap-splice length in the case of longitudinal bars with lap-splice located in the plastic hinge region of existing RC bridge columns with circular cross-section. The seismic behavioral characteristics of the piers are also analyzed. Based upon the results, this paper presents a more reasonable seismic performance evaluation method considering the lap-splice length and the cross-sectional size of the column.

This study is on the performance characteristics of bubble pump with vertical pipe of different lengths. For the experimental facilities composed of electrical heater used for providing heat source to generate bubble, a vertical tube with Ø4mm diameter, length of 200mm, 300mm, 400mm and 500mm. Storage tank with capacity was of 40 L containing a heat exchanger. The separator and condenser of the air bubble pump were installed separately. The results obtained from this experiment are as follows: there were a few variations of values of temperatures according to vertical pipe lengths of the bubble pump. The mass flow rate was increased by 0.17g/s when it was short as 200㎜ long pipe. But when vertical pipe length was 500㎜, it reached the normal temperature quickly because the slug flow occurred in this case at initial stage. Consequently, it was found that 500㎜ of the vertical pipe length was optimum for best performance of bubble pump.

The condition assessment of the road tunnel is based on the judgment of the responsible engineer about the expansion joint. The evaluation result is divided into the span unit or the sheet unit when calculating the evaluation result. Therefore, it was divided into span units and sheet units and the actual difference was compared.

This study was made to examine the motion characteristics according to the reinforcement of the reinforcement length and stiffener reinforcement for shear reinforcement to the foundation structure reinforced with shear reinforcement steel plate. Experimental study was made after specimen was installed on the ground as the same as in the practical site. Reinforcement lengths of the steel for shear reinforcement are divided into 1,000 mm, 1,200 mm and 1,400 mm in the specimen and as for reinforcement method of the stiffener, 4 stiffeners with interval of 100mm reinforced with the same materials as the shear reinforcement were manufactured for the experiment. Considering result of the experiment, it is expressed that no effect of the stiffener reinforcement was found and regarding the reinforcement length of shear reinforcement material the crossed point of the two converted lines of the value that the shear force is expressed in the bearing power in the expanded dangerous section and the value that the shear capacity receivable by the reinforcement materials in the dangerous section is proposed as effective reinforcement length.

In a pretensioned concrete member, the effective prestress is not fully developed in a certain length from the end of the member, which is defined as transfer length. Because of its complex mechanism, previous transfer length models are mostly empirical and provide very different results. In this study, the Adaptive Neuro-Fuzzy Inference System(ANFIS) was introduced to estimate the transfer lengths of pretensioned concrete members. A total of 209 experimental data has been used to train ANFIS, and the trained ANFIS algorithm estimated the transfer lengths of test specimens very accurately.

쏘일네일은 원위치 지반보강 공법으로써 사면 및 터널, 지하구조물의 보강에 널리 사용되고 있다. 일반적으로 쏘일네일의 안정성 평가는 한계평형해석법에 의한 사면안정해석결과를 이용하여 설계기준안전율을 반영한다. 하지만 설계기준안전율을 만족하여도 쏘일네일의 길이가 짧으면 과다 변위가 발생해 지반의 안정성에 문제가 발생할 수 있다. 따라서 정확한 쏘일네일의 길이를 파악하여 지반의 안정성을 확보해야 한다. 본 연구는 전자기파의 시간영역반사법(Time Domain Reflectometry, TDR)을 이용하여 쏘일네일의 길이를 산정하기 위한 선행 연구로써 그라우팅을 하지 않은 일반철근과 커플러로 연결한 철근이 신호에 미치는 영향을 연구하는데 목적이 있다. 여러 길이의 철근과 커플러로 연장된 철근을 다양한 길이로 연결하고 TDR을 이용하여 전자기파를 발생시켜 시간영역반사법을 통해 철근의 길이를 분석하였다. 그 결과 철근의 길이가 증가함에 따라 반사되어 돌아오는 전자기파의 시간이 비례하여 증가하였으며 커플러로 연장된 철근에서도 그 길이에 해당하는 시간을 얻을 수 있었다. 본 연구의 결과는 전자기파를 이용한 시간영역반사법이 시공된 쏘일네일의 길이를 산정하기 위하여 적용 가능성이 있음을 보여준다.

In this study, to Assess the Structural performance of Reinforced Concrete Shear Wall with different Slit Length. Variable of analysis is slit length(0, 600, 1200, 1500, 2400mm), showed excellent accuracy. Maximum load is decreased when the slit length increased. But Side sway of maximum load is increased when the slit length increased.

this study evaluates the drying shrinkage strains regard to fiber reinforcement in order to reduce cracking of the lean concrete mix so as to control the damage of the pavement by means of fiber reinforcement

As an effort to enlarge the territory of the county, many researchers have been studying floating foundation system. The procedure to build such structure needs prestressing and the joint that unify the precast concrete modules. Most importantly, the performance of aqua-epoxy used joint between modules is a critical factor of the structure, thereby it is important to evaluate the performance of it. Hence, this study tests the performance of the joint due to the joint length and the material properties of aqua-epoxy. The result showed that the specimen of 1cm joint length using 2% silica-fume mixed aqua-epoxy has the optimum load carrying capacity.

This study proposes an advanced type of a micropile system. The proposed micropile system consists of perfobond ribs installed steel rod to improve shear capacity between the thread and the grout, and partially expanded drill holes to increase resistance capacity between the grout and the ground. This study contains experimental evaluations on the proposed micropile system to verify the load-carrying capacity of shear key created by the partially expanded drill hole. Through on-site pullout tests, it was found that load-carrying capacity increased significantly in the proposed micropile system, due to the shear keys created by the partially expanded drill hole.

고력볼트 길이-직경비가 5d 이상인 경우, 시험을 통한 결과를 활용하여 현장에서 볼트 체결을 하도록 권고하고 있을뿐 길이-직경비에 따른 별도의 규정 및 지침은 없다. 국내에서는 고력볼트 체결법으로 너트회전법이 아닌 토크관리법이 적용하고 있고 최근에는 KS B 2819의 ‘구조물용 토크-전단형 고장력 볼트’(이하, TS 고력볼트)가 주로 사용되고 있기 때문에 길이 인자에 따른 규정이 국외 기준에 비해 미비한 것이 현실이다. 따라서, 본 논문에서는 TS 고력볼트의 길이인자에 따른 적정 축력 도입을 위한 소요 너트회전각 및 토크를 분석하여 길이변수에 따른 특성을 평가하고자 한다. 실험결과의 분석에서는 통계분석 프로그램 Minitab을 활용하여 길이변수에 대한 유효성을 정량적으로 분석했다.

본 연구는 부착재료의 변화 및 동결융해에 따른 FRP-콘크리트구조물 경계면의 거동을 조사하였다. 실험 시 고려된 연구변수로는 부착경계면의 부착강도, 경계면 유효부착길이 등을 조사하였다. 경계면 부착재료에 따른 거동변화 실험체의 경우 FRP-구조물 부착경계면에 사용되는 에폭시의 종류를 각각 3가지로 분류하며 FRP-콘크리트간 다양한 부착길이를 고려하여 시편을 제작하였으며 동결융해에 따른 경계면 거동조사의 경우 0 cycle에서 300cycle까지 계속적으로 증가되는 주기에 대하여 실험체들을 제작, 장기거동 부착실험을 수행하였다. 본 실험결과, 적용 부착재료의 종류에 따라 최대 유효부착길이는 5~7% 차이가 있었으며 동결융해 주기증가에 따른 최대부착하중 및 유효부착길이의 경우 초기에 나타난 급격한 거동변화 이후 상대적으로 불규칙한 변화를 장기적으로 나타내었다.