• 산업기술연구
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• 제29권A호
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• pp.111-122
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• 2009

In this study, flood stage was computed by HEC-RAS, 1-D numerical analysis model and FESWMS-2DH, 2-D numerical model. Flood stages computed by two different models were compared for straight line, dot axle watercourse, dead-zone watercourse, section sudden-changing watercourse, and curved watercourse. From the results, flow velocity and water level were similar in straight watercourse and dot-reduction watercourse. However, there was difference of flow velocity and water level in dead-zone watercourse, sudden expansion, dot-reduction, and curve-watercourse. This result might be influenced by rapid change of watercourse due to dead-zone, the angle of inflow and outflow, and the curvature. Especially in this study, numerical model was applied to Wol-Song-Cheon at Chuncheon in order to analyze the effect of flood stage by two different models. By flowing properties around the bridge and confluence of rivers, it was found that flow velocity and water level was changed. Therefore, it was concluded that a lot of uncertainties are contained in the present bank.

• 한국환경과학회지
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• 제20권11호
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• pp.1457-1464
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• 2011

In this study, the method of estimating hydrologic information (water depth, submerged period etc.) on the proper selection of construction point and scale as well as vegetation type suggested for the design of natural riparian rehabilitation structure. Long-term comprehensive watershed model SWAT-K(Korea) was applied to this purpose. Flow duration analysis was conducted to analyze the hydrologic characteristics of Pyungchang watershed at which the 'bangtul' construction method was tested. For this purpose 20 years (1989-2008) rainfall runoff analysis was carried out. Based on the simulated daily streamflow data, flow duration curve was made to analyze the flow characteristics, and the water depth hydrograph was made to analyze the water depth distribution at the cross section. Finally, the information for the selection of proper vegetation according to the submerged period is suggested.

• 한국안전학회지
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• 제25권6호
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• pp.53-59
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• 2010

A fatigue damage caused by cyclic load is considered as one of the important failure mechanisms that threaten the integrity of structures and components in a nuclear power plant. In ASME code section III NB, the fatigue analysis procedure and standard S-N curves for the class 1 components are described and these criteria should be met at the design step of components. As the current ASME S-N curves are based on the very conservative assumptions such as a local stress concentration effect, immoderate transient frequencies and a constant Young's modulus, however, they can not precisely address the fatigue behavior of components. In order to find out the technical solution for these problems, a number of researches and discussion have been carried out continuously at home and abroad over the decades. In this study, detailed fatigue analyses for DVI nozzle with various mesh density of finite elements were performed to evaluate effect of stress concentration factors on the fatigue analysis procedure and the excessive conservatism of stress concentration factors are confirmed through the analysis results.

• 한국지진공학회논문집
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• 제12권3호
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• pp.29-36
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• 2008

TR-CFT(Transversely Reinforced Concrete Filled Steel Tube) 기둥은 CFT 기둥의 국부좌굴부위를 탄소섬유쉬트로 보강을 하여 국부좌굴을 방지하거나 지연시키는 기둥부재이다. 본 연구에서는TR-CFT 기둥의 휨내력 산정을 위한 설계식을 제안하였다. CFT 기둥의 ACI 설계식은 강관내부에 발생하는 콘크리트의 구속효과를 고려하지 않아 저평가 되고 있다. 따라서 본 연구에서는 구속효과를 고려한 콘크리트의 응력-변형률 곡선를 이용하여 CFT 기둥과 TR-CFT 기둥의 휨내력 산정식을 제안했으며 해석에 의한 예측 값들은 실험값과 잘 일치함을 확인할 수 있었다.

• Structural Engineering and Mechanics
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• 제54권3호
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• pp.561-577
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• 2015

The main objective of this paper is to study the dynamic load allowance (DLA) calculation methods for bridges according to the dynamic response curve. A simply-supported concrete bridge with a smooth road surface was taken as an example. A half-vehicle model was employed to calculate the dynamic response of deflection and bending moment in the mid-span section under different vehicle speeds using the vehicle-bridge coupling method. Firstly, DLAs from the conventional methods and code provisions were analyzed and critically evaluated. Then, two improved computing approaches for DLA were proposed. In the first approach, the maximum dynamic response and its corresponding static response or its corresponding minimum response were selected to calculate DLA. The second approach utilized weighted average method to take account of multi-local DLAs. Finally, the DLAs from two approaches were compared with those from other methods. The results show that DLAs obtained from the proposed approaches are greater than those from the conventional methods, which indicate that the current conventional methods underestimate the dynamic response of the structure. The authors recommend that the weighted average method based on experiments be used to compute DLAs because it can reflect the vehicle's whole impact on the bridge.

• Computers and Concrete
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• 제4권5호
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• pp.403-424
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• 2007

The investigation of corrosion effects on the tensile behavior of reinforced concrete (RC) members is very important in region prone to high corrosion conditions. In this article, an experimental study concerning corrosion effects on tensile behavior of RC members is presented. For this purpose, a comprehensive experimental program including 58 cylindrical reinforced concrete specimens under various levels of corrosion is conducted. Some of the specimens (44) are located in large tub containing water and salt (5% salt solution); an electrical supplier has been utilized for the accelerated corrosion program. Afterwards, the tensile behavior of the specimens was studied by means of the direct tension tests. For each specimen, the tension stiffening curve is plotted, and their behavior at various load levels is investigated. Average crack spacing, loss of cross-section area due to corrosion, the concrete contribution to the tensile response for different strain levels, and maximum bond stress developed at each corrosion level are studied, and their appropriate relationships are proposed. The main parameters considered in this investigation are: degree of corrosion ($C_w$), reinforcement diameter (d), reinforcement ratio (${\rho}$), clear concrete cover (c), ratio of clear concrete cover to rebar diameter (c/d), and ratio of rebar diameter to reinforcement percentage ($d/{\rho}$).

• Steel and Composite Structures
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• 제27권6호
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• pp.747-759
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• 2018

This study proposed a new type of concrete column that was confined with both steel angles and spiral hoops, named angle-steel and spiral confined concrete (ASCC) column. A total of 22 ASCC stub columns were tested under axial compression to investigate their behavior. For a comparison, three angle-steel reinforced concrete (ARC) stub columns were also tested. The test results indicated that ASCC column had a superior mechanical performance. The strength, ductility and energy absorption were considerably increased due to the improvement of confinement from spiral hoops. The confinement behavior and failure mechanism of ASCC column were investigated by the analysis of failure mode, load-deformation curve and section-strain distribution. Parametric studies were carried out to examine the influences of different parameters on the axial compression behavior of ASCC columns. A calculation approach was developed to predict the ultimate load carrying capacity of ASCC columns under axial compression. It was validated that the predicted results were in well agreement with the experimental results.

• 지구물리와물리탐사
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• 제13권4호
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• pp.364-369
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• 2010

전기비저항 탐사자료는 각종 잡음에 노출되어 있으므로 역산에 앞서 적절한 자료편집과정이 요구된다. 전기비저항 탐사자료의 편집은 주로 겉보기 비저항 가단면도상에서 지나치게 높거나 낮은 값을 보이는 자료나 쌍극자배열의 팔자형 효과를 위배하는 자료를 제거하는 방법이 널리 사용되고 있다. 또한 보다 정밀한 편집을 위하여 전위감쇠곡선을 이용하기도 한다. 본 연구에서는 3차원 이상체가 존재할 때, 전기비저항 탐사에서 널리 사용되는 단극배열, 단극-쌍극자 배열 및 쌍극자배열에 대한 전위감쇠곡선의 거동 특성을 분석하고, 그 정당성에 대하여 재검토하였다.

• 한국결정성장학회지
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• 제10권5호
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• pp.367-372
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• 2000

필름형 poly ethylene terephthalate(PET)를 0~1000 mm/min의 속도로 단계적으로 연신시켰을 때, 플라스틱 변형이 일어나면서 형성되는 넥킹 거동을 조사하였다. 필름형 시편을 약 20~100 mm/min의 속도로 연신시켰을 때, 얻어진 응력-변형 곡선에서 응력 진동이 뚜렷하게 발생하였지만, 약 200~500 mm/min의 속도로 연신시켰을 때, 응력 진동이 발생하지 않았다. 약 50 mm/min의 속도로 연신된 시편에서 투명/불투명 존 및 단면을 광학 현미경과 주사형 전자 현미경으로 관찰하였다. NaOH 알칼리 용액 내에서 약 50 mm/min의 속도로 연신된 시편의 부식 특성을 광학 현미경으로 관찰하였다.

• Computers and Concrete
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• 제10권4호
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• pp.331-347
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• 2012

This paper describes the varying material model, the analysis method and the software development for reinforced concrete circular columns confined by spiral or hoop transverse steel reinforcement and subjected to eccentric loading. The widely used Mander model of concentric loading is adapted here to eccentric loading by developing an auto-adjustable stress-strain curve based on the eccentricity of the axial load or the size of the compression zone to generate more accurate interaction diagrams. The prediction of the ultimate unconfined capacity is straight forward. On the other hand, the prediction of the actual ultimate capacity of confined concrete columns requires specialized nonlinear analysis. This nonlinear procedure is programmed using C-Sharp to build efficient software that can be used for design, analysis, extreme event evaluation and forensic engineering. The software is equipped with an elegant graphics interface that assimilates input data, detail drawings, capacity diagrams and demand point mapping in a single sheet. Options for preliminary design, section and reinforcement selection are seamlessly integrated as well. Improvements to KDOT Bridge Design Manual using this software with reference to AASHTO LRFD are made.