• Computers and Concrete
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• 제22권3호
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• pp.337-353
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• 2018

The present study focuses on examining the structural behaviour of steel-fibre-reinforced concrete (SFRC) beams under high rates of loading largely associated with impact problems. Fibres are added to the concrete mix to enhance ductility and energy absorption, which is important for impact-resistant design. A simple, yet practical non-linear finite-element analysis (NLFEA) model was used in the present study. Experimental static and impact tests were also carried out on beams spanning 1.3 meter with weights dropped from heights of 1.5 m and 2.5 m, respectively. The numerical model realistically describes the fully-brittle tensile behaviour of plain concrete as well as the contribution of steel fibres to the post-cracking response (the latter was allowed for by conveniently adjusting the constitutive relations for plain concrete, mainly in uniaxial tension). Suitable material relations (describing compression, tension and shear) were selected for SFRC and incorporated into ABAQUS software Brittle Cracking concrete model. A more complex model (i.e., the Damaged Plasticity concrete model in ABAQUS) was also considered and it was found that the seemingly simple (but fundamental) Brittle Cracking model yielded reliable results. Published data obtained from drop-weight experimental tests on RC and SFRC beams indicates that there is an increase in the maximum load recorded (compared to the corresponding static one) and a reduction in the portion of the beam span reacting to the impact load. However, there is considerable scatter and the specimens were often tested to complete destruction and thus yielding post-failure characteristics of little design value and making it difficult to pinpoint the actual load-carrying capacity and identify the associated true ultimate limit state (ULS). To address this, dynamic NLFEA was employed and the impact load applied was reduced gradually and applied in pulses to pinpoint the actual failure point. Different case studies were considered covering impact loading responses at both the material and structural levels as well as comparisons between RC and SFRC specimens. Steel fibres were found to increase the load-carrying capacity and deformability by offering better control over the cracking process concrete undergoes and allowing the impact energy to be absorbed more effectively compared to conventional RC members. This is useful for impact-resistant design of SFRC beams.

• 인터넷정보학회논문지
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• 제17권4호
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• pp.51-60
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• 2016

내장 소프트웨어는 실시간성 및 실행 환경으로부터의 독립성을 요구사항으로 갖는다. 실시간성 요구사항은 탑재된 태스크의 최악 실행 시간으로부터 영향을 받는다. 따라서 실시간성을 보장하기 위해서는 정적 분석 기반의 최악 실행 시간 분석 방법을 사용하여 프로그램의 최악 실행 시간을 파악하여야 한다. 그러나 기존의 최악 실행 시간 분석은 실행 환경으로부터 독립성을 고려하지 않는다. 이에 우리는 실행 환경으로부터 독립성을 제공하기 위해 소스코드로부터 실행 시간을 측정하는 방법을 제시한다. 이를 위해 실행 코드가 아닌 소스코드로부터 생성된 제어 흐름 그래프를 통해 실행 시간을 측정한다. 또한 소스코드로부터 생성된 제어 흐름 그래프에는 실행 시간 정보가 존재하지 않기 때문에, 이를 제공하기 위해 소스코드의 문장과 실행코드의 명령어와의 관계를 분석한다. 결과적으로 실행 시간 측정이 가능한 제어 흐름 그래프를 생성할 수 있다. 이를 통해 프로세서로부터 종속적인 부분을 매개변수화할 수 있기 때문에, 최악 실행 시간 분석 도구의 유연성을 향상시킬 수 있다.

• 한국지진공학회논문집
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• 제14권2호
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• pp.57-65
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• 2010

비닐하우스를 구성하는 세장한 강재 파이프 아치의 정적좌굴 하중을 결정하고 전체구조성능을 평가하기 위하여 수직하중을 단계별로 부가하고 고정햄머 및 이동센서 형식을 취한 일련의 충격하중 진동실험을 수행하였다. 수직 및 수평보조재가 없는 내부아치의 거동 조사에 보다 중점을 두었으며, 계측한 입력-출력 진동기록에 대하여 최신 개발된 고급판별법인 PolyMAX법을 적용하여 고유진동수, 모드형태 및 감쇠율 등과 같은 모달계수를 추출하였다. 이러한 실험결과는 상용 유한요소해석 프로그램인 ANSYS를 사용하여 수행한 다양한 조건의 해석결과와 비교하였으며, 상당히 일치된 경향을 나타냈다. 하지만, 내력의 38%정도에 해당하는 수직하중의 부가에 따른 고유진동수의 감소는 미미한 것으로 나타났다. 이와 관련하여 본 연구의 아치와 같이 매우 세장한 구조물의 현장 진동실험 및 시스템판별 해석을 수행하는데 있어서 예상되는 여러 문제점을 신중하게 토의하였다.

• Structural Engineering and Mechanics
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• 제57권3호
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• pp.507-528
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• 2016

Reduced beam section (RBS) moment resisting connections are among the most economical and practical rigid steel connections developed in the aftermath of the 1994 Northridge and the 1995 Kobe earthquakes. Although the performance of RBS connection has been widely studied, this connection has not been subject to in the skewed conditions. In this study, the seismic performance of dogbone connection was investigated at different angles. The Commercial ABAQUS software was used to simulate the samples. The numerical results are first compared with experimental results to verify the accuracy. Nonlinear static analysis with von Mises yield criterion materials and the finite elements method were used to analyze the behavior of the samples The selected Hardening Strain of materials at cyclic loading and monotonic loading were kinematics and isotropic respectively The results show that in addition to reverse twisting of columns, change in beam angle relative to the central axis of the column has little impact on hysteresis response of samples. Any increase in the angle, leads to increased non-elastic resistance. As for Weak panel zone, with increase of the angle between the beam and the column, the initial submission will take place at a later time and at a larger rotation angle in the panel zone and this represents reduced amount of perpendicular force exerted on the column flange. In balanced and strong panel zones, with increase in the angle between the beam and the central axis of the column, the reduced beam section (RBS), reaches the failure limit faster and at a lower rotation angle. In connection of skewed beam, balanced panel zone, due to its good performance in disposition of plasticity process away from connection points and high energy absorption, is the best choice for panel zone. The ratio of maximum moment developed on the column was found to be within 0.84 to 1 plastic anchor point, which shows prevention of brittle fracture in connections.

• Structural Engineering and Mechanics
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• 제64권5호
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• pp.543-555
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• 2017

The non-linear behaviour of integral infilled frames (in which the infill and the frame are bonded together with help of various interface materials) is studied both experimentally and numerically. The experiments were carried out on one-sixth scale two-bay and three-storey reinforced concrete frames with and without infill against static cyclic loading. Three interface materials - cement mortar, cork and foam have been used in between the infill and the frame. The infill, interface and the frame are bonded together is called integral frame. The linear and non-linear behaviors of two dimensional bare frame and integral infilled frame have been studied numerically using the commercial finite element software SAP 2000. Linear finite element analysis has been carried out to quantify the effect of various interface materials on the infilled frames with various combinations of 21 cases and the results compared. The modified configuration that used all three interface materials offered better resistance above others. Therefore, the experiments were limited to this modified infilled frame case configuration, in addition to conventional (A1-integral infilled frame with cement mortar as interface) and bare frame (A0-No infill). The results have been compared with the numerical results done initially. It is found that stiffness of bare frame increased by infilling and the strength of modified frame increased by 20% compare to bare frame. The ductility ratio of modified infilled frame was 42% more than that of the conventional infilled frame. In general, the numerical result was found to be in good agreement with experimental results for initial crack load, ultimate load and deformed pattern of infill.

• 한국콘텐츠학회논문지
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• 제13권11호
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• pp.37-47
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• 2013

코드 이동성이 증가함에 따라 코드 도용이 문제가 되고 있으며 이를 대처하기 위해 프로그램 비교를 위한 연구가 많이 진행되고 있다. 이 논문은 클래스 구조를 이용하여 Java 프로그램의 표절을 검사하는 방법을 제안한다. 제안 방법은 멤버 변수와 메소드 간의 참조 관계를 나타내는 그래프를 생성한다. 변수 참조 관계는 이분 그래프 형태로 나타나는데 이렇게 생성된 그래프를 대상으로 그래프 동형 검사를 적용하여 프로그램 간의 유사도를 측정한다. 이 논문에서는 제안 방법의 효과를 입증하기 위해 2012년 부산대학교 객체지향 프로그래밍 과제로 제출된 Java 프로그램을 대상으로 실험하였다. 그리고 제안 방법의 정확도를 평가하기 위해 기존 유사도 검사 프로그램인 JPlag와 Stigmata를 대상으로 F-measure 지표를 이용해 비교하였다. 그 결과 제안 방법의 F-measure가 JPlag보다 0.17, Stigmata보다 0.34 높은 것으로 나타났다.

• Geomechanics and Engineering
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• 제20권2호
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• pp.87-101
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• 2020

The construction of combined pile-raft foundations is considered as the main option in designing foundations in high-rise buildings, especially in soils close to the ground surface which do not have sufficient bearing capacity to withstand building loads. This paper deals with the geotechnical report of the Northern Fereshteh area of Tabriz, Iran, and compares the characteristics of the single pile foundation with the two foundations of pile group and geogrid. Besides, we investigate the effects of five principal parameters including pile diameter and length, the number of geogrid layers, the depth of groundwater level, and pore water pressure on vertical consolidation settlement and pore water pressure changes over a year. This study assessed the mechanism of the failure of the soil under the foundation using numerical analysis as well. Numerical analysis was performed using the two-dimensional finite element PLAXIS software. The results of fifty-four models indicate that the diameter of the pile tip, either as a pile group or as a single pile, did not have a significant effect on the reduction of the consolidation settlement in the soil in the Northern Fereshteh Street region. The optimum length for the pile in the Northern Fereshteh area is 12 meters, which is economically feasible. In addition, the construction of four-layered ten-meter-long geogrids at intervals of 1 meter beneath the deep foundation had a significant preventive impact on the consolidation settlement in clayey soils.

• 한국추진공학회지
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• 제18권3호
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• pp.62-69
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• 2014

초음속 항공기의 추진기관으로 이용되는 후기연소기 장착 터보팬 엔진의 축소-확대 노즐에 대한 예비 연구를 수행하였다. 이를 위하여 지상정지 표준 대기에서 29,000 lbf 급의 추력을 발생시키는 저 바이패스비를 가진 후기 연소기 장착 터보팬 엔진에 대한 사이클 모델을 설정하였다. 설정된 모델 엔진을 이용하여 Gasturb 12 소프트웨어로 설계점에 대한 성능해석을 수행하여 터빈 후방에서의 일차원 유동특성을 얻을 수 있었다. 항공기 이륙시의 최대추력 조건으로부터 바이패스 덕트와 코어엔진에서 흐르는 가스유동으로부터 엔진의 크기 및 형상에 대한 기본제원을 도출하였다. 탈 설계점 성능해석은 최대 비행 마하수 2.0, 최고 비행고도 15,000 m로 운용되는 항공기의 다양한 운용조건에 대하여 수행하였다.

• 구강회복응용과학지
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• 제18권4호
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• pp.321-329
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• 2002

Bending moments results from offset overloading of dental implant, which may cause stress concentrations to exceed the physiological capacity of cortical bone and lead to various kinds of mechanical failures. The purpose of this study was to compare the distributing pattern of stress on the finite element models with the different angulated placement of dental implant in mandibular posterior missing areas. The three kinds of finite element model, were designed according to 3 main configurations: Model 1(parallel typed placement of 2 fixtures), Model 2(15. distal angulated placement of one fixture on second molar area), Model 3(15. mesial angulated placement of one fixture on second molar area). The cemented crowns for mandibular first and second molars were made on the two fixtures (4mm 11.5). Three-dimensional finite element models by two fixtures were constructed with the components of the implant and surrounding bone. A 200N vertical static load were applied to the center of central fossa and the point 2mm apart from the center of central fossa on each model. The preprocessing, solving and postprocessing procedures were done by using FEM analysis software NISA/DISPLAY IV Version 10.0((Engineering Mechanics Research Corporation, USA). Von Mises stresses were evaluated and compared in the supporting bone, fixtures, and abutment. The results were as following : (1) Under the point loading at the central fossa, the direction of angulated fixture affected the stress pattern of implants. (2) Under the offset loading, the position of loading affected more on the stress concentration of implants compare to the angulated direction of implants. The results had a tendency to increase the stress on the supporting bone, fixture and screw under the offset loads when the placement angulation of implant fixture is placed toward mesial or distal direction. In designing of the occlusal scheme for angulated placement, placing the occlusal contacts axially during chewing appears to have advantages in a biomechanical viewpoint.

• Steel and Composite Structures
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• 제29권4호
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• pp.451-464
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• 2018

This paper presents some quasi-static tests for 4 mixed columns composed of CFST column and RC column. The seismic performance and failure mode were studied under low-cyclic revised loading. The failure mode was observed under different axial compression ratios. The hysteretic curve and skeleton curve were obtained. The effects of axial compression ratio on yield mechanism, displacement ductility, energy dissipation, stiffness and strength attenuation were analyzed. The results indicate that the failure behavior of CFST-RC mixed column with archaized style is mainly caused by bending failure and accompanied by some shear failure. The axial compression ratio performs a control function on the yielding order of the upper and lower columns. The yielding mechanism has a great influence on the ductility and energy dissipation capacity of specimens. Based on the experiment, finite element analysis was made to further research the seismic performance by ABAQUS software. The variable parameters were stiffness ratio of upper and lower columns, axial compression ratio, yielding strength of steel tube, concrete strength and rebar ratio. The simulation results show that with the increase of stiffness ratio of the upper and lower columns, the bearing capacity and ductility of specimens can correspondingly increase. As the axial compression ratio increases, the ductility of the specimen decreases gradually. The other three parameters both have positive effect on the bearing capacity but have negative effect on the ductility. The results can provide reference for the design and engineering application of mixed column consisted of CFST-RC in Chinese archaized buildings.