블로우업이 발생하는 구간에 ASR이 발생하고 있지만, 한국도로공사는 재료팽창인 ASR을 고려하지 않고, 콘크리트 팽창량을 계산하 여 팽창줄눈 설치간격을 제시하고 있다. 또한, 블로우업은 일종의 좌굴현상이므로 슬래브 두께에 따라 응력완화줄눈 설치 간격을 제시 할 필요가 있다. 따라서 본연구는 재료팽창과 슬래브 두께를 고려하여 응력완화줄눈 설치 간격을 제시하고자 한다. 팽창량 계산시, 재 료변형률과 지역별 온도와 건조수축을 고려하였으며, 이를 동등한 팽창을 유발하는 온도상승량으로 변환하는 식을 도출하였다. 기준온 도를 정하기 위해 실제 현장데이터를 팽창량 식에 대입하여 온도상승량으로 변환하였으며, 이를 블로우업을 모사한 콘크리트 포장 모 형의 유한요소해석 결과를 이용하여 결과값을 비교하였다. 안전설계를 위해 더 작은 온도 값인 블로우업 구조해석 결과 값 중 안전온 도를 블로우업이 일나는 기준으로 선정하였으며, 안전 온도를 넘지 않은 지역별 슬래브 두께에 따른 최대 응력완화줄눈 설치 간격을 제시했다. 한국도로공사가 제시하고 있는 기준과 비교한 결과, 일부 지역은 한국도로공사에서 제시하고 있는 기준에 만족하지 않았다. ASR 변형률을 고려하여 슬래브 두께에 따라 지역별로 응력완화줄눈 설치 간격을 제시하는 것이 블로우업 파손을 저감하고, 포장의 안정성을 향상시키는데 도움이 될 것이라고 판단된다.

인공지능(Artificial Intelligence, AI)은 1950년대 초기개념과 이론을 앨런 튜링이 튜링 테스트를 제안하여 기계가 인간과 같은 수준의 지능을 가질 수 있는지 대한 질문을 던지면서 시작되었다. 1980년대부터 특정 분야의 전문 지식을 모방하여 지원하는 AI 시스템인 전 문가 시스템이 부상하기 시작하면서 Machine Learning이 중요성을 얻기 시작하였다. 특히, Decision Tree, Clustering 그리고 Neural Network Algorithm 등이 연구되기 시작하였다. Clustering 기법은 다양한 분야에서 통계분석에 사용되는 자료를 정제하기 위한 비지도 학습 중 하나로, 군집화 알고리즘을 사용하여 자료의 값(Pointer)들을 특정 그룹으로 분류하는 방법이다. 이러한 Clustering을 활용하여 기존 데이터에서 숨겨진 데이터들의 특성을 파악할 수 있으며, 일정 패턴이나 특징을 가진 데이터들끼리의 군집화를 할 수 있게 된다. 이러한 클러스터링은 다양한 산업 분야에서 적용 및 활용하고 있다. 산업화 이후 미국, 벨기에 등 많은 나라에서 효율적인 도로 관 리를 위해 자국의 특성에 맞는 Pavement Management System (PMS)를 운영하고 있지만 현재 많은 분야에서 적용하고 있는 AI를 활용한 사례가 매우 드물다. 한국에서도 수십년 동안 국토교통부와 한국도로공사에서 PMS를 이용하여 도로를 관리해 왔으며, 최근에 는 몇 개 지자체에서 PMS를 도입하였다. 하지만 한국에서는 오랜 PMS 운영 경험에도 불구하고 AI를 활용하지 않고 전통적 방법인 회귀모형을 활용하여 개발한 공용성 예측모형을 사용하고 있기 때문에 그 성능이 떨어지고 있다. 따라서 본 연구에서는 Machine Learning Clustering 기법 을 PMS 자료에 적용이 가능한지 확인하였다. 공용성 예측모형의 종속변수인 Performance Factors와 독립 변수인 Influencing Factors 간의 상관성을 확인할 수 없는 경우 클러스터링을 적용하여 종속변수와 독립변수 간의 상관성을 분명히 나타내고 회귀분석이 가능하도록 하였다. Delaunay Triangulation을 적용하여 인천광역시 기상관측소의 삼각망을 형성하였다. 삼각망 의 각 꼭짓점과 도로 각 지점 간의 거리에 대하여 Inverse Distance Weighted 방법을 적용하여 도로 각 구간의 PMS 자료와 영향인 자를 매칭하였다. 클러스터링 기법을 원자료에 적용한 결과 공용성인자와 영향인자 간의 상관성이 분명해졌다. 또한, 클러스터링 이전 과 이후 자료의 확률밀도함수의 분포를 비교하여 클러스터링 이후의 자료가 이전의 대해서 대표성을 갖고 있는지 확인하였다.

In this study, an AISI 316 L alloy was manufactured using a selective laser melting (SLM) process. The tensile and impact toughness properties of the SLM AISI 316 L alloy were examined. In addition, stress relieving heat treatment (650oC / 2 h) was performed on the as-built SLM alloy to investigate the effects of heat treatment on the mechanical properties. In the as-built SLM AISI 316 L alloy, cellular dendrite and molten pool structures were observed. Although the molten pool did not disappear following heat treatment, EBSD KAM analytical results confirmed that the fractions of the low- and high-angle boundaries decreased and increased, respectively. As the heat treatment was performed, the yield strength decreased, but the tensile strength and elongation increased only slightly. Impact toughness results revealed that the impact energy increased by 33.5% when heat treatment was applied. The deformation behavior of the SLM AISI 316 L alloy was also examined in relation to the microstructure through analyses of the tensile and impact fracture surfaces.

PURPOSES : This study was conducted to evaluate the performance of pressure relief joints (PRJs) installed on highways for preventing blow-ups. METHODS : To evaluate the performance of a PRJ, pavement surface images were acquired by conducting a follow-up survey through on-site visual inspection and an automated pavement condition survey. The PRJ widths in the acquired pavement images were measured using image analysis software, and major distress in the PRJ was identified. The relationship between the performance period and the joint width was bi-linearized, and the causes of distress and repair methods for PRJ were suggested. RESULTS : As a result of the first survey, it became known that the width of a PRJ rapidly decreases after installation owing to an expansion of the concrete slab. The width of a PRJ continued to decrease, with 94% of the joint below 30 mm and 64% of the joint being below 10 mm, based on the fourth survey. The PRJ width of an Alkali-Aggregate Reaction (AAR) section decreased more than that of a normal section, but the difference in the average width between both sections decreased from 9.7 mm to 2.7 mm over the measured period. A bilinear estimation equation was developed based on the survey data. Through the estimation equation, it could be confirmed that joint contraction accelerated after installation owing to the effects of AAR, and that the joint widths of both sections converged to a similar level over the measurement period. As the result of the major distress analysis indicates, joint seal failure occurred in 70% of the joints, and the distress rates in terms of cracks, edge breakouts and spalling, and patching were 73%, 57%, and 28%, respectively. CONCLUSIONS : With the follow-up survey it could be confirmed that the concrete slab continued to expand despite seasonal changes, maintenance of the PRJ, and additional installation of new PRJs. The expansion of the concrete slab due to AAR is considered to be closely related to PRJ behavior. In addition, it is judged that major distress of the PRJ occurs at an early age owing to the instantaneous release of excessive compressive stress inherent in the slab during joint cutting.

PURPOSES : This study deals with a pressure relief joint, which is one of primary preventive methods of blow-up in concrete pavement. The purpose of the study is to estimate the joint sealant protrusion of pressure relief joint filler types according to horizontal displacement of concrete pavement by applying a variety of joint sealants and joint fillers. And test method for resistance of concrete to chloride ion penetration and test method for resistance of concrete to rapid freezing and thawing were conducted to analyze the improvement of concrete durability according to the primer types on concrete surface of stress relief joint. METHODS : Joint fillers of pressure relief joint were categorized into four different types, which are was styrofoam+backer+sealant(type 1), styrofoam+sealant(type 2), foaming styrofoam+sealant(type 3), and preformed joint+sealant(type 4). By varying the depth (10, 20, 30, 50 mm) from the top of the test specimens to the sealant’s surface, the test factors were evaluated for a total of 16 variables. When the specimen’s joint spacing decreased from 70mm to 10mm, the load was stopped. And the displacement of the center of the joint protrusion was measured. The test was terminated when the specimen joint spacing was reduced to 60 mm. The horizontal displacement at the time when the joint protrudes over the specimen surface is recorded and analyzed as the critical threshold displacement. RESULTS : According to the test results according to the type of joint filling material, it was found that there was a difference in the protrusion of the horizontal compression displacement according to the joint filling type. Under the current installation standard of 20mm, the preformed seal joint member showed the best crimping characteristics by securing the safety against protrusion until the horizontal displacement of 50mm occurred. CONCLUSIONS : The most common failures in pressure relief joints are those related to joint sealants, which can be minimized by changing the current joint type, installation depth, etc. to suppress them.

Until recently, almost all ETFE film structures that have been erected is the cushion type because there are problems at lower allowable strength under elastic range and viscosity behaviour such as creep and relaxation of ETFE films under long-term stresses. But the number of tension type structures is currently increasing. This paper proposes the stretch fabrication of ETFE film to verify the applicability of ETFE films to tensile membrane structures. First of all, to investigate the possibility of application on tensile membrane structures, the stretch fabrication test is carried out, and it is verified that it is possible to increase the yield strength of the film membrane structures. After simulating the experiment also carries out an analytical investigation, and the effectiveness of the elasto-plastic analysis considering the viscous behavior of the film is investigated. Finally, post-aging tension measurement is conducted at the experimental facilities, and the viscosity behavior resulting from relaxation is investigated with respect to tensile membrane structures.

본 연구에서는 완화된 평형조건을 만족하는 응력함수를 가지는 새로운 3절점 혼합요소를 제안하였다. 전단변형률을 고려한 본 요소는 Hellinger-Reissner 변분이론에 바탕하여 유한요소정식화를 수행하였다. 응력함수는 강체변형모드를 제거하고, 장일치(field consistency) 개념을 이용하여 곡선보의 극한거동에서 가성구속조건들을 억제할 수 있도록 선정하였다. 또한, 3절점 곡선보의 혼합정식화에서 강체변형모드를 제거하면서 동시에 평형방정식을 완전하게 만족하는 응력함수와 응력매개변수를 선정하는 것은 매우 어렵기 때문에 완화된 평형조건을 만족할 수 있는 응력함수를 도입하였다. 해석결과를 통하여, 제안된 3절점 혼합 곡선보요소가 곡선보의 해석에서 세장비와 곡률에 상관없이 매우 빠른 수렴성과 안정적인 거동을 나타냄을 확인할 수 있었으며, 응력분포 계산에 있어서도 기존 혼합요소보다 뛰어난 성능을 보여주었다.

Plastic deformation was observed by TEM around the intragranular SiC particles in the matrix for nanocomposite system. The dislocations are generated at selected planes and there is a tendency for the dislocations to form a subgrain boundary structure with low-angel grain boundaries and networks. In this study, dislocation generated in the matrix during cooling down from sintering temperatures by the highly localized thermal stresses within and/or around SiC particles caused from the thermal expansion mismatch between matrix and SiC particle was observed. In monolithic and microcomposite system. These phenomena is closely related to the plastic relaxation of the elastic stress and strain energy associated with both thermal misfitting inclusions and creep behaviors. The plastic relaxation behavior was explained by combination of yield stress and internal stress.

The transition piece of the offshore wind power support structure transmits the load of the tower stably to the support structure on the lower side. The transition piece of the offshore wind power support structure should solve the stress concentration problem in design. In this paper, in order to solve the stress concentration problem occurring at the transition piece of the offshore wind power support structure, the location and the mitigation of the stress concentration have been studied.