• 제목/요약/키워드: Block failure method

검색결과 127건 처리시간 0.026초

Experimental research on the failure mechanism of foam concrete with C-Channel embedment

  • Liu, Dianzhong;Wang, Fayu;Fu, Feng;Wang, He
    • Computers and Concrete
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    • 제20권3호
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    • pp.263-273
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    • 2017
  • An experimental investigation is carried out on the failure mechanism of foam concrete with cold formed steel double C-Channels embedment. The foam concrete is made of cement and fly ash with a compressive strength between 9 and 24 MPa with different densities. Forty-eight tests have been carried out in four groups of specimens with various embedment depths of the steel in the concrete. Four modes of failure are observed, which include the independent failure of the C-Channels with and without a concrete block inside the channel as well as the combined failure of the two channels, and the failure of the extrusion block. A theoretical model has been developed to understand the failure process. The peak compressive force applied onto the C-Channels that causes failure is calculated. It is concluded that the failure involves independent slippage between two C-Channels, and the steel and the foam concrete blocks inside the C-Channels. A method to calculate the peak force is also developed based on the test results. The calculations also show that the shear strength of the foam concrete is about 8% of the compressive strength with ${\alpha}$ coefficient of 0.4 between the steel and concrete.

Analysis of quasi-brittle materials using two-dimensional polygon particle assemblies

  • Lee, Jong Seok;Rhie, Yoon Bock;Kim, Ick Hyun
    • Structural Engineering and Mechanics
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    • 제16권6호
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    • pp.713-730
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    • 2003
  • This paper contains the results of the study on the development of fracture and crack propagation in quasi-brittle materials, such as concrete or rocks, using the Discrete Element Method (DEM). A new discrete element numerical model is proposed as the basis for analyzing the inelastic evolution and growth of cracks up to the point of gross material failure. The model is expected to predict the fracture behavior for the quasi-brittle material structure using the elementary aggregate level, the interaction between aggregate materials, and bond cementation. The algorithms generate normal and shear forces between two interfacing blocks and contains two kinds of contact logic, one for connected blocks and the other one for blocks that are not directly connected. The Mohr-Coulomb theory has been used for the fracture limit. In this algorithm the particles are moving based on the connected block logic until the forces increase up to the fracture limit. After passing the limit, the particles are governed by the discrete block logic. In setting up a discrete polygon element model, two dimensional polygons are used to investigate the response of an assembly of different shapes, sizes, and orientations with blocks subjected to simple applied loads. Several examples involving assemblies of particles are presented to show the behavior of the fracture and the failure process.

정지자막 영역의 움직임 보상 보간 기법 (Motion-Compensated Interpolation for Non-moving Caption Region)

  • 이정훈;한동일
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2007년도 하계종합학술대회 논문집
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    • pp.363-364
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    • 2007
  • In this paper, we present a novel motion-compensated interpolation technique for non-moving caption region to prevent the block artifacts due to the failure of conventional block-based motion estimation algorithm on the block is consist of non-moving caption and moving object. Experimental results indicate good performance of the proposed scheme with significantly reduced block artifacts on image sequence that include non-moving caption. Also the proposed method is simple and adequate for hardware implementation.

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Lattice discrete particle modeling of compressive failure in hollow concrete blocks

  • Javidan, Fatemeh;Shahbeyk, Sharif;Safarnejad, Mohammad
    • Computers and Concrete
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    • 제13권4호
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    • pp.437-456
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    • 2014
  • This work incorporates newly introduced Lattice Discrete Particle Model (LDPM) to assess the failure mechanism and strength of hollow concrete blocks. Alongside, a method for the graphical representation of cracked surfaces in the LDPM is outlined. A slightly modified calibration procedure is also suggested and used to estimate required model parameters for a tested concrete sample. Next, the model is verified for a compressively loaded hollow block made of the very same concrete. Finally, four geometries commonly used in the production of hollow concrete blocks are selected, numerically simulated, and their failure properties are explored under concentric and eccentric compressions.

3차원 절리계 모사를 통한 대규모 암반비탈면 파괴블록크기 추정방법 (Estimation Method of Key Block Size on a Large Scale Rock Slope by Simulation of 3-D Rock Joint System)

  • 김동휘;정혁일;김석기;이우진;류동우
    • 한국지반공학회논문집
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    • 제23권10호
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    • pp.97-107
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    • 2007
  • 대규모 암반비탈면은 소규모 암반비탈면과 달리 파괴블록의 크기를 사면전체로 가정했을 경우 비합리적인 안정성 평가가 이루어질 가능성이 매우 크다. 즉, 파괴블록의 크기에 따라서 안전율, 절리면 강도정수 등이 변하기 때문에 대규모 비탈면의 경우에는 공학적인 방법으로 파괴 가능 블록크기 평가가 필요하다. 따라서 본 연구에서는 연구대상 부지의 절리조사자료를 이용하여 절리의 방향성(joint orientation) 및 절리간격(joint spacing) 통계분석, 3차원 절리발생 강도(joint intensity)분석 등의 과정을 거쳐 3차원 절리계를 생성한 후, 이를 이용하여 파괴가능 블록(failure block) 크기를 분석하였다. 분석결과 파괴유발이 우려되는 블록은 33개가 관찰되었으며, 최소크기 1.4m, 최대크기 38.7m, 평균크기 15.2m로 나타났다. 또한, 3차원 절리계 생성과정에서 발생되는 절리자료를 활용하여 확률론적해석, 2, 3차원 불연속체해석 등에 직접적으로 활용할 수 있었다.

복구 성능 향상을 위한 플래시 메모리 관리 기법 (A Flash Memory Management Method for Enhancing the Recovery Performance)

  • 박송화;이정훈;조성우;김상현
    • 대한임베디드공학회논문지
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    • 제13권5호
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    • pp.235-243
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    • 2018
  • NAND flash memory has been widely used for embedded systems as storage device and the flash memory file systems such as JFFS2, YAFFS/YAFFS2 have been adopted by these embedded systems. The flash memory file systems provide the high performance and overcome the limitations of flash memory. However, these file systems don't solve the slow mount time problem when a sudden power failure happens. In this paper, we proposed a flash memory management method for enhancing the recovery performance. The proposed method manages the flash memory block type and stores the block type information at recovery image block. When file operations are occurred, our method stores the file information at the metadata block before and after the file operation. When mounting the flash memory, our method only scans the recovery image blocks and metadata blocks. The proposed method reduces the mount time by seeking the metadata block locations fast by using the recovery image blocks. We implemented the proposed method and evaluation results show that our method reduces the mount time 13 ~ 46 % compared with YAFFS2.

움직임 보상 프레임 율 변환 기법을 위한 움직임 보상 보간 프레임의 보간 오류 은닉 기법 (Interpolation Error Concealment Method of Motion Compensated Interpolated Frame for Motion Compensated Frame Rate Conversion)

  • 이정훈;한동일
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2008년도 하계종합학술대회
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    • pp.927-928
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    • 2008
  • In this paper, a interpolation error concealment algorithm of motion compensated interpolated frame for motion compensated frame rate conversion to reduce the block artifacts caused by failure of conventional motion estimation based on block matching algorithm is proposed. Experimental results show good performance of the proposed scheme with significant reduction of the block artifacts.

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한국형고속열차 차량시스템의 신뢰성 성장 평가 (Reliability Growth Assessment for the Rolling Stock System of the Korea High-Speed Train)

  • 박찬경;서승일;이태형;김기환;최성훈
    • 한국철도학회논문집
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    • 제9권5호
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    • pp.606-611
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    • 2006
  • This paper presents a procedure and an analysis method to evaluate reliability of the Korea high-speed train. The rolling stock system is divided into 6 sub-systems and each subsystem is classified into sub-assemblies. Functional analysis has been conducted to draw reliability block diagrams for the sub-systems. First, failure rates has been calculated for each sub-assembly from the failure data obtained during commissioning tests. Then a reliability block diagram is used to evaluate the MKBF(Mean Kilometers Before Failure) of the sub-systems. Activities to increase reliability have been carried out throughout the test runs and analysis results show that the reliability of the rolling stock system is gradually growing in time.

강교 부재의 피로손상에 대한 신뢰성 해석 (Reliability Analysis for Fatigue Damage of Steel Bridge Details)

  • 박연수;한석열;서병철
    • 한국강구조학회 논문집
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    • 제15권5호통권66호
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    • pp.475-487
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    • 2003
  • 본 연구는 선형탄성 파괴역학적 방법을 사용하여 피로 손상을 평가할 수 있는 해석모델을 개발하는데 있다. 트럭 한 대가 교량상부를 통과할 때 부재에 발생하는 응력이력을 블록하중이라 정의하고 하중상호작용효과를 설명하는 균열닫힘 모델 이론을 적용한다. 블록하중에 대해 사하중 응력과 균열개구응력을 고려하여 응력범위빈도해석을 수행하였다. 여기서 구한 응력범위빈도분포에 확률적 방법을 적용하여 응력범위빈도분포의 확률분포 파라미타를 추 정하였다. 확률분포의 확률변수를 발생시키는 Monte Carlo Simulation 실행을 하여 파괴블럭수와 확률분포를 구한다. 이로부터 부재의 파로파괴가 발생하지 않는 피로신뢰성을 계산한다. 또한 파괴블럭수를 일평균 트럭교통량으로 나누면 예상잔존수명을 구할 수 있다. 제안된 피로신뢰성 해석모델을 사용하여 강상자형교 가로보와 수직보강개의 용접부에 피로신뢰성 해석을 수행 한 결과, 피크해석방법 결과와 잔존수명이 3.8% 정도 차이가 있었다. 이는 제안된 모델이 균열닫힘 현상이나 균열지연 형상을 고려하고 있음을 알 수 있었다.

블러기반 움직임 벡터와 오차 영상 보상을 이용한 물체지향 부호화기 (Object-oriented coder using block-based motion vectors and residual image compensation)

  • 조대성;박래홍
    • 전자공학회논문지B
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    • 제33B권3호
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    • pp.96-108
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    • 1996
  • In this paper, we propose an object-oriented coding method in low bit-rate channels using block-based motion vectors and residual image compensation. First, we use a 2-stage algorithm for estimating motion parameters. In the first stage, coarse motion parameters are estimated by fitting block-based motion vectors and in the second stage, the estimated motion parametes are refined by the gradient method using an image reconstructed by motion vectors detected in the first stage. Local error of a 6-parameter model is compensted by blockwise motion parameter correction using residual image. Finally, model failure (MF) region is reconstructed by a fractal mapping method. Computer simulation resutls show that the proposed method gives better performance than the conventional ones in terms of th epeak signal to noise ratio (PSNR) and compression ratio (CR).

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