국내에서는 고속도로에는 콘크리트 포장을 적용하고 있지만 도심지에서는 콘크리트의 양생기간으로 인해 장기간 교통차단이 필요없 는 아스팔트 포장을 주로 적용하고 있다. 그러나 아스팔트 포장은 공용수명이 길지 않아 잦은 유지보수 작업으로 인해 사용자들의 불 편을 초래하고 있다. 본 연구에서는 현장타설 콘크리트 포장 공법을 적용하더라도 즉시 통행이 가능한 포장 임시보호판 개발을 위하 여 임시보호판의 하부 지지보 설치 간격 최적화를 목적으로 3차원 유한요소해석 프로그램을 이용하여 차륜 하중에 대한 응력분포를 분석하였다. 해석에 사용된 임시보호판은 길이 6m, 폭 3m, 두께 0.3m의 콘크리트 슬래브로 구성하였으며, 임시보호판의 하부 지지보 간격을 0.5m, 1m, 1.5m, 3m, 6m로 구성하였다. 하중 조건은 중차량인 버스를 고려하여 타이어 접지 면적당 33,540N의 분포하중을 지지 보 사이에 적용하여 분석하였다. 해석 결과, 하부 지지보 사이의 간격이 좁아질수록 응력이 감소하는 것을 확인하였다.

Recently, the floor construction method of buildings is rapidly being replaced by the steel deck construction method of factory products from the past cast-in-place formwork method in order to shorten construction period, reduce labor costs, and improve constructability. In this study, the bending capacity of a newly developed lattice integrated rib-type deck plate that is economical and constructible was evaluated through a simple beam test. As a result of the experiment, the lattice integrated rib-type deck installed by adding rib to the existing flat deck had excellent initial rigidity and maximum load-bearing ability, confirming the feasibility of practical use. In addition, the test specimen in which the tensile rebar is not integrated with the lattice and deck has very low initial stiffness, which is insufficient to support the load at the construction stage, and new details need to be developed to overcome this.

In this study, we employed a small-scale experiment to demonstrate the introduction of a thin copper heat dissipation plate into a bentonite buffer layer of an engineered barrier system. This experiment designed for spent nuclear fuel disposal can effectively reduce the maximum temperature of the bentonite buffer layer, and ultimately, make it possible to reduce the area of the disposal site. For the experiment, a small-scale engineered barrier system with a copper heat dissipation plate was designed and manufactured. the thickness of the cylindrical buffer was about 2 cm, which was about 1/20 of KAERI Repository System (KRS). At a power supply of 250 W, the maximum buffer temperature reduced to a mere 1.8°C when the thin copper plate was introduced. However, the maximum surface temperature reduced to a remarkable 9.1°C, when a U-collar copper plate was introduced, which had a good contact with the other barrier layers. Consequently, we conclude that the introduction of the thin copper plate into the engineered barrier system for spent nuclear fuel disposal can effectively reduce the maximum buffer temperature in high-level radioactive waste disposal repositories.

In this study, a new model using artificial neural networks is proposed to improve the thickness error between the plates, which occurs when the rolling conditions change a lot during the thick rolling. The model was developed by using Python, and the input values are the change in the finish rolling temperature between the plates, the change in target tensile strength, the change in target thickness, and the change in rolling force. The new model is 31.76% better than the existing model based on the standard deviation value of the thickness error. This result is expected to reduce quality costs when applied to online models at actual production sites in the future.

This paper introduces a study on measuring the 3D vibration displacement of plate structure using Digital Image Correlation (DIC) applied to stereo digital continuous camera images. The proposed method is a non-contact 3D displacement measurement method that does not require physical sensors to be attached to the structure, and it has the advantage of simultaneously measuring dynamic displacements at multiple points on the structure. Theoretically, multiple cameras can be used, but in this study, two cameras were used to capture continuous images of the vibrating structure, and the image coordinates of multiple tracking points at arbitrary positions on the structure were measured using correlation matching. Using these image coordinates as input data, the dynamic 3D positions were calculated through Space intersection, successfully determining the 3D dynamic displacements. The measured dynamic displacements were validated for accuracy by comparing them with values measured by laser displacement sensors. And frequencies of measured data were validated by comparing with computational modal analysis by Finite Element Model (FEM).

본 논문에서는 좌굴에 취약한 장대레일의 거동 특성을 검토하였다. 우선 횡방향 저항성을 가지는 장대레일의 이론적인 좌굴 하중을 제시하였다. 다음으로는 장대레일의 좌굴강도에 영향을 미치는 요인을 검토하였다. 도상 구간과 무도상 철도판형교 구간에 걸쳐 서 장대레일이 부설되어 있는 경우에 무도상 구간의 횡방향 저항력을 무시하여 현재 다수 공용중인 무도상 철도판형교의 연장만큼을 무도상 구간으로 적용하여 장대레일에 좌굴하중을 유한요소 모델을 이용하여 산정하였다. 본 연구를 통하여 도상구간과 무도상 철도판 형교 구간에 걸쳐서 부설된 장대레일에 발생하는 온도변화에 따른 축력에 저항하기 위한 무도상 구간의 최소 횡방향저항력 및 유효좌 굴길이계수()를 제안하였다.

본 논문에서는 무도상 철도판형교에 열차하중이 재하되었을 때 변위를 최소화시키는 하부 수평브레이싱의 보강 형상 및 설치 위치를 검토하였다. 우선 거더와 수평 브레이싱으로 연결된 2거더 구조계의 전체 횡좌굴모멘트에 영향을 주는 요소를 검토하였다. 다음 으로는 무도상 철도판형교의 하부를 설치 위치를 달리하여 수평브레이싱으로 보강하였다. 보강된 무도상 철도판형교에 열차하중 및 거 더의 중심과 열차하중의 재하위치간의 편심거리(e)에 따라 발생하는 축방향의 비틀림모멘트를 고려하여 구조해석을 수행하였다. 보강모 델별로 지간 중앙에서의 단면의 중심에서 발생하는 변위를 검토하여 변위를 최소화시키는 모델을 선정하였다. 본 연구를 통하여 무도상 철도판형교에 열차하중 재하시 변위를 최소화시키는 하부 수평브레이싱의 보강 형상 및 설치 위치를 제안하였다.

Steel plate shear walls (SPSWs) have been recognized as an effective seismic-force resisting systems due to their excellent strength and stiffness characteristics. The infill steel plate in a SPSW is constrained by a boundary frame consisting of vertical and horizontal structural members. The main purpose of this study was to investigate deformation modes and hysteretic characteristics of steel plate shear walls (SPSWs) to consider the effects of their aspect ratios and width-to-thicness ratios. The finite element model (FEM) was establish in order to simulate cyclic responses of SPSWs which have the two-side clamped boundary condition and made of conventional steel grade. The stress distribution obtained from the FEA results demonstrated that the principal stresses on steel plate with large thickness-to-width ratio were more uniformly distributed along its horizontal cross section due to the formation of multiple struts.

본 논문에서는 좌굴에 취약한 철도판형교의 전체좌굴 거동특성을 검토하였다. 우선 철도판형교의 전체좌굴에 영향을 미치는 영향인자를 파악하고 좌굴을 유발하는 모멘트를 전체좌굴에 대한 무차원좌굴계수 를 적용하여 이론적으로 산정하였 다. 다음으로는 개단면인 철도판형교의 하부를 브레이싱으로 보강한 단면을 보강단면과 등가인 두께를 가지는 얇은 판으로 치환하여 유사폐합단면을 형성하고 보강 형상별로 국부적인 항복 발생 여부를 검토한 후, 전체좌굴을 유발하는 모멘트를 산정 하고 효율적인 보강상세를 결정하였다. 유한요소 해석을 이용하여 표준열차하중이 재하되었을 때 보강모델별로 철도판형교에 발생하는 횡방향 변위를 비교하여 장대레일의 좌굴에 저항하기 위한 최적의 보강상세를 제안하였다.

The research aimed to develop a high-efficiency plate-type heat exchanger for exhaust gas using computational fluid dynamics (CFD) thermal analysis based on the plate shape, and to identify the optimal shape. Following this, a water/air plate heat exchanger was manufactured, and its characteristics were studied experimentally. As the Re number increases on the gas (or air) side, the heat transfer rate increases significantly, whereas an increase in the Re number on the water side leads to a smaller increase in heat transfer. This is attributed to the larger convective heat resistance on the gas side, causing a substantial reduction in gas-side heat resistance as gas velocity increases, resulting in a considerable overall reduction in heat resistance. The fluid flow pressure drop showed similar results between the CFD calculations and experimental outcomes.

Fiber-reinforced polymer (FRP) exhibits superior tensile strength and corrosion resistance compared to steel but has a lower elasticity. Recently, researchers have addressed this by proposing composite sections of FRP and concrete. To ensure the intended composite behavior, these FRP–concrete sections should exhibit sufficient stress transfer between the two elements through a shear connection. Herein, various shear connection methods were proposed to improve the composite behavior of glass fiber–reinforced polymer (GFRP) plates and concrete. Through push-out tests, the behavior characteristics of the prepared specimens were analyzed. The findings confirm that an FRP shear key (FSK) with a small cross-section resists high shear stresses, making it suitable for sections vulnerable to damage from bolt drilling. Additionally, combining an FSK with bolts as shear connectors on a GFRP plate proves beneficial in preventing the fracture of the plate and improving the shear resistance.

This study investigated the noise reduction effect according to the structure of the sound-absorption and insulating materials in order to maximize the noise reduction effect in various noise environments. For this purpose, the transmission loss according to the change in hole size of the performated plate in sound-absorption and insulating board was predicted using an CAE model. The sound-absorption and insulating board was modeled and the computation of the transmission loss was performed after applying the physical properties and boundary conditions. The pure sounds of 32Hz to 4,000Hz were generated, and the analysis was performed by changing the diameter and pitch of the perforated plate. It was confirmed that the influence of the diameter and pitch of the perforated plate is closely related to the structure that make up the sound-absorption and insulating material. In order to effectively reduce the variously changing noises, it is believed that a method of improving transmission loss for each frequency band of interest is needed by changing the structure of the sound-absorption and insulating material so that the diameter and pitch of the perforated plate can be changed.

As the decommissioning of domestic nuclear power plants (Gori Unit 1 and Wolseong Unit 1) becomes more visible, many research projects are being conducted to safely and economically decommissioning of domestic nuclear power plants (NPPs). After permanent shutdown, decommissioning of NNPs proceeds through decontamination, cutting of main equipment, waste disposal and site restoration stages. And various technologies are applied at each stage. In particular, remote cutting of neutron induced structures (RV, RVI, etc.) is a technology used in developed countries in the cutting stage, and remote cutting has been evaluated as a core technology for minimizing workers’ radiation exposure. Generally, remote cutting technologies are divided into mechanical/thermal/electrical cutting. Among various thermal cutting technologies, plasma arc cutting (PAC) is more economical and easily to remote control than other cutting technologies, and is also effective in cutting STS304 plates. PAC is a thermal cutting technology that melts the base material at the cutting area with a plasma arc heat source and removes melted material by blowing it out with cutting gas. The cutting quality depends on the stand-off distance and power (current), material thickness, cutting speed, etc., while double arcing will occur if the cutting conditions are not suitable. A monitoring system that can confirm double arcing during remote cutting is necessary because double arcing can reduce cutting quality, increase secondary waste (increase kerf and aerosol), and cause non-cutting. In this study, we used an ultrahigh-speed camera equipped with a band-pass filter to capture clear arc shapes, and measured voltage waveforms with a data acquisition system. We studied a monitoring method that can confirm the occurrence of double arcing by synchronizing the obtained arc shape and voltage waveform, and the effects of double arcing on the STS304 plates. The results of this study are expected to be helpful in the development of the remote cutting process using plasma arc cutting when decommissioning of domestic NPPs.

지각판의 움직임은 오일러 극(Euler pole)을 중심으로 하는 회전운동으로 나타낼 수 있다. 우리는 먼저 지역적 지각판의 속도자료로부터 해당 판운동의 오일러 벡터를 근사적으로 결정하는 알고리즘을 다음과 같이 개발하였다; 1) 관측된 판속도자료로부터 평균 가상 오일러 극을 먼저 구하고, 2) 평균가상극과 관측지역의 중심을 통과하는 대원 위의 점들을 각각 극으로 설정하여, 3) 얻어지는 각 임시적 가상 모델의 판운동속도와 관측속도와의 차이의 제곱들의 합을 반복하여 구한 다음, 그 값이 최소가 되도록 보간법(interpolation)으로써 오일러 벡터를 결정함. 그런데 최근 우리는 이 와 근본적 개념은 같으나(최소제곱법), 제곱오차의 합의 편미분계수가 0이 되는 조건으로부터 곧바로 오일러 벡터를 결 정하는 알고리즘을 추가적으로 개발하였으며, 이 개선된 방법으로 판운동의 오일러 벡터를 보다 더 정확하게 산출하게 되었다. 한편 이 두 가지 방법을 최근 수년간의 한반도의 GPS 지각속도자료에 각각 적용하여 한반도 지각판의 오일러 벡터를 구하였으며, 얻어진 두 결과를 비교하였다.

현대의 방탄 장갑은 우수한 관통 저항성을 갖추어야할 뿐만 아니라 군인과 군용차량의 기동성이 확보되어야 하기 때문에 경량화가 중요한 개발 요소가 되었다. 이종 적층 평판 구조의 방탄 장갑의 방탄 성능은 동일 중량 대비 구성 재료의 배열에 따라 달라진다. 본 논 문에서는 케블라, 초고분자량 폴리에틸렌 그리고 에바 폼으로 구성된 방탄 장갑의 적층 배열에 따른 방탄 성능을 분석한다. 구성 재료 의 두께가 5mm와 6.5mm인 두 가지 경우에서 6가지 적층 배열에 대하여 7.62 × 51mm NATO 탄환의 M80 탄을 856m/s의 속도로 충돌 시키는 피탄 해석을 수행하였다. 방탄 성능을 평가하기 위해 이종 적층 평판을 관통한 발사체의 잔류 속도와 잔류 에너지를 측정하였 다. 시뮬레이션 결과를 통해 케블라, 초고분자량 폴리에틸렌, 에바 폼의 배열 순서를 갖는 적층 구조가 동일 중량에 대해 가장 우수한 방탄 성능을 가짐을 확인하였다.

The purpose of this study has a purpose to evaluate shear ability, ductility and energy dissertation of specimens that is to be applied to jacket using wrapping method. The experiments was conducted as a condition that simultaneously applied axial load and transverse force. The results of experiments represent story-displacement ratio, the stiffness, energy dissertation, plastic rotation which mean seismic resistance ablity on structure. And It represents the form of crack ditribution and failure in extreme stages. Based on the results of this experiment, Design examples are given to show the performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted. Therefore, it is possible to apply the seismic retrofit method to public facilities.

Modular construction is an economical and efficient construction that reduces time and costs by manufacturing units in factories and constructing them on site. Currently, the demand for modular construction is increasing not only abroad but also domestically. As the demand for modular construction increases, a lot of development and research on connections between modular units are being conducted. Connections between modular units should be quick and simple to assemble when assembling units on site, and should be in a form that allows each unit to be connected regardless of direction. In addition, it must be able to exert sufficient strength against external loads. In this study, a connection between modular units using connecting steel plates and bolts was proposed, and the nonlinear behavior of the connection to external lateral force was analyzed through finite element analysis, and resistance performance was evaluated.