• 제목/요약/키워드: Depth Propagation

검색결과 397건 처리시간 0.024초

절단 유리판의 표면결함에 관한 실험적 연구 (Experimental Study on the Surface Defects of Scribed Glass Sheets)

  • 김청균
    • Tribology and Lubricants
    • /
    • 제24권6호
    • /
    • pp.332-337
    • /
    • 2008
  • This paper presents the surface defect analysis based on the experimental investigation of scribed glasses. The scribing process by a diamond wheel cutter is widely used as a reliable and inexpensive method for sizing of glass sheets. The wheel cutter generates a small median crack on the glass surface, which is then propagated through the glass thickness for complete separation. The surface contour patterns in which are formed during a scribing process are strongly related to wheel cutter parameters such as wheel tip surface finish, tip angle and wheel diameter, and cutting process parameters such as scribing pressure, speed and tooling technique. The scribed surface of a glass sheet provides normal Wallner lines, which represent regular median cracks and crack propagation in glass thickness, and abnormal surface roughness patterns. In this experimental study, normal and abnormal surface topographic patterns are classified based on the surface defect profiles of scribed glass sheets. A normal surface of a scribed glass sheet shows regular Wallner lines with deep median cracks. But some specimens of scribed glass sheets show that abnormal surface profiles of glass sheets in two pieces are represented by a chipping, irregular surface cracks in depth, edge cracks, and combined crack defects. These surface crack patterns are strongly related to easy breakage of the scribed glass imposed by external forces. Thus the scribed glass with abnormal crack patterns should be removed during a quality control process based on the surface defect classification method as demonstrated in this study.

전자파 레이더 주파수대역별 시뮬레이션 해석에 의한 콘크리트내 층간 연속 공동의 검출 특성 (Detection Subsurface Voids in Concrete Using Simulation Analysis of Radar Responses for frequency Variations)

  • 박석균
    • 비파괴검사학회지
    • /
    • 제23권2호
    • /
    • pp.125-132
    • /
    • 2003
  • 전자파 레이더 주파수변화에 의한 콘크리트내 층간 연속공동의 시뮬레이션 해석을 위한 모델을 제안하였다. 본 모델에서는 각 전기적 성질이 다른 다층 경계조건 하에서 전자파 레이더의 주파수 변화에 따른 분해능과 감쇠특성이 검토되었다. 이는 계산에 의한 모의 레이더 응답으로부터 콘크리트내 공동의 검출이 가능한 공동 두께의 한계와 최적주파수를 선정하고, 나아가 대상물체의 경계조건별 레이더의 전파한계를 구하는 데 유용하게 이용하기 위한 것이다. 본 모델에 의해 계산된 결과는 콘볼루션기법을 이용한 신호처리에 의해 레이더 화상으로 나타내었다.

A Simplified Estimation of Stress Intensity Factor on the Hertzian Contact

  • Jin, Songbo;Kim, Seock-Sam
    • KSTLE International Journal
    • /
    • 제1권1호
    • /
    • pp.8-11
    • /
    • 2000
  • A surface crack in a semi-infinite body under Hertzian contact was considered. The simplified method used to estimate stress intensity factor K for specimen was extended to the model which is chosen in this paper. Very satisfactory results are obtained comparing with those known and it is proved that the method is more convenient than other methods. The results of the analysis show that due to the presence of $K_I$ for unlubricated condition, mode I fracture is active in the field below the surface and the maximum $K_{I}$ is obtained when the trailing edge of Hertzian contact reaches a position over the crack. The magnitudes of stress intensity factors $K_I$ and $K_Il$ increase with increasing friction forces. For a surface crack perpendicular to the contact surface, the stress intensity factor $K_I$ reaches its maximum value at a depth very close to the surface. Driving forve fer crack initiation and propagation is $K_I$ for unlubricated condition and $K_Il$ for both fluid and boundary lubricated condition.n.

  • PDF

메타 그룹을 이용한 신뢰성 있는 멀티캐스트 프로토콜의 설계 및 분석 (Design and Analysis of Reliable Multicast Protocol using Meta-Groups)

  • 이동춘;김배현;송주석
    • 한국통신학회논문지
    • /
    • 제25권1A호
    • /
    • pp.104-113
    • /
    • 2000
  • 본 연구는 전파트리 기반으로 하여 중첩된 그룹의 멤버를 고려한 메타-그룹(MG)을 노드로 하여 멀티캐스트 트리를 구성하여 트리의 깊이가 작아지고, 순서화를 이루기가 쉬워 지게 하며, 메타-그룹에 대표 수신자의 역할을 하는 Designated Manager(DM)을 두어 송신자를 대신하여 DM이 속한 메타-그룹의 멤버들에 대한 ACK 처리와 재전송을 담당하는 멀티캐스트 프로토콜을 설계한다. 시뮬레이션 분석을 통해서 송신자의 ACK 처리를 분산시키고, Commit delay를 줄이고 송신자의 overhead를 줄일 수 있어서, 기존의 프로토콜보다 우수한 성능을 보였다.

  • PDF

Unsigned와 signed 겸용 병렬 제곱기의 설계 (Design of combined unsigned and signed parallel squarer)

  • 조경주
    • 스마트미디어저널
    • /
    • 제3권1호
    • /
    • pp.39-45
    • /
    • 2014
  • 제곱연산은 승수와 피승수가 동일한 곱셈의 특수한 경우로 병렬 제곱기의 부분곱 행렬에서 부분곱 비트들은 대칭을 이룬다. 이런 특성을 이용하여 부분곱을 폴딩(folding), 쉬프트, 재배열하여 부분곱 비트의 수와 부분곱 행렬의 최대높이들 감소시킨다. 본 논문에서는 제어신호에 따라 unsigned와 signed 제곱기로 동작하는 겸용 제곱기의 효율적인 설계 방법을 제안한다. 기존 겸용 제곱기와 달리 자리수(weight)가 다른 특정 부분곱 비트들의 덧셈에 대해 덧셈기를 사용하지 않고 계산하는 방법을 제안한다. 시뮬레이션을 통해 제안한 겸용 제곱기는 기존 겸용 제곱기와 비교하여 면적은 약 18%, 지연시간(propagated delay time)은 약 11%, 전력소모는 약 9% 감소시킬 수 있음을 보인다.

선체구조물(선체구조물)에 관한 비선형(비선형) 해석연구(해석연구) -압축하중하(壓縮荷重下)의 평판(平板)과 보강판(補剛板)의 극한강도해석(極限强度解析)- (On the Monlinear Analysis of Ship's Structures -Ultimate Strength Analysis of Plates and Stiffened Plates under Compressive Load-)

  • 구종도;이주성
    • 대한조선학회지
    • /
    • 제20권1호
    • /
    • pp.11-20
    • /
    • 1983
  • In this paper elastic-plastic large deflection analysis of ship structural members, plates, stiffened plates and cylindrical shallow shell, are performed by the finite element method. And for the consideration of the yielded propagation through the depth of the member, the layered element approach is employed. The present method is justified by comparing its results with those of experiment and others. As results, the nonlinear behavior and the ultimate strength curves are shown, which can be used in the design of the plates and the stiffened plates under compression, and the applicability to the shell structures is suggested. The analysis results are as followings. (1) The results of the approximate equations as well as those of buckling analysis may not guarantee precisely the safety of the structures in some cases and the optimum in other cases. Therefore they may not show the design criteria for the optimal design. (2) As the initial deflection increases, its effects on the ultimate strength of the structure generally increases, and the ultimate load, therefore, decreases. (3) This approach can be applied to the shell type structures. (4) The present method can be applied to the various structures composed of plate and beam members, for example, plates with hole and the stiffened plates with hole stiffened by spigot, doubler and/or stiffener, for the optimal design.

  • PDF

A Study on the Crevice Corrosion for Ferritic Stainless Steel by Micro Capillary Tube Method

  • Na Eun-Young;Ko Jae-Yong;Baik Shin-Young
    • 전기화학회지
    • /
    • 제7권4호
    • /
    • pp.179-182
    • /
    • 2004
  • The aim of this study is to investigate the initiation and propagation of crevice corrosion for ferritic stainless steel in artificial crevice based on micro capillary tube method. The 430 stainless steel in artificial crevice is potentiostatically polarized in different sodium chloride solutions. Potentiodynamic and potentiostatic polarization data were measured in situ. The potentials in the crevice were measured by depth profile using the 0.04 mm diameter micro capillary tube inserted in the crevice. The potentials in the crevice ranged from -220 mV to -360 mV vs SCE from opening to bottom of crevice, which are lower than the external surface potential, -200 mV vs SCE. Such a potential drop induced the change of the metal surface state from passive to active. The surface of metal is located in passive state in -200 mV but the inner surface keeps active state below -220 mV, Thus these results show that the It drop mechanism in the crevice was more objective for evaluation and the method was easier to reproduce. Therefore the potential drop is one of the reasons for crevice corrosion by measuring the potentials in narrow crevice with a new micro measuring system.

Damage and stiffness research on steel shape steel fiber reinforced concrete composite beams

  • Xu, Chao;Wu, Kai;Cao, Ping zhou;Lin, Shi qi;Xu, Teng fei
    • Computers and Concrete
    • /
    • 제24권6호
    • /
    • pp.513-525
    • /
    • 2019
  • In this work, an experimental research has been performed on Steel Fiber-Steel Reinforced Concrete (SFSRC)specimens subjected to four-point bending tests to evaluate the feasibility of mutual replacement of steel fibers and conventional reinforcement through studying failure modes, load-deflection curves, stiffness of characteristic points, stiffness degradation curves and damage analysis. The variables considered in this experiment included steel fiber volume percentage with and without conventional reinforcements (stirrups or steel fibers) with shear span depth ratios of S/D=2.5 and 3.5. Experimental results revealed that increasing the volume percentage of steel fiber decreased the creation and propagation of shear and bond cracks, just like shortening the stirrups spacing. Higher crack resistance and suturing ability of steel fiber can improve the stability of its bearing capacity. Both steel fibers and stirrups improved the stiffness and damage resistance of specimens where stirrups played an essential role and therefore, the influence of steel fibers was greatly weakened. Increasing S/D ratio also weakened the effect of steel fibers. An equation was derived to calculate the bending stiffness of SFSRC specimens, which was used to determine mid span deflection; the accuracy of the proposed equation was proved by comparing predicted and experimental results.

다균열 간섭, 합체, 성장이론을 고려한 십자형 필렛용접 이음부의 피로균열진전수명 평가 (Fatigue Life Estimation of Cruciform Welded Joint Considering Interaction, Coalescence and Growth of Multi-crack)

  • 한정우;한승호;신병천;임전;김재훈
    • 대한기계학회:학술대회논문집
    • /
    • 대한기계학회 2004년도 춘계학술대회
    • /
    • pp.120-125
    • /
    • 2004
  • Fatigue life of welded joints are governed by the propagation of multiple collinear surface cracks distributed randomly along weld bead. These cracks propagate in mutual interaction and coalescence of them. To estimate the fatigue life, the influences of above two mechanisms on the fatigue life should be taken into account. These two mechanisms appear through the stress intensity factors disturbed mutually. However, it is difficult to calculate the stress intensity factors of multiple surface cracks located in vicinity of weld toe. The stress intensity factors are calculated normally by using the Mk-factors, but such Mk-factors are very rare in literature. In this study, the Mk-factors were obtained from a parametric study on crack length and depth, in which a finite element method is used. A fatigue test for a cruciform welded joint was conducted. The fatigue life of the tested specimen was estimated through present method with the informations obtained from the test, e.g. the number, size and locations of the cracks. The estimated and measured fatigue life showed a good agreement.

  • PDF

만곡 수로에서의 파랑 전파 예측을 위한 경계 고정 좌표계의 적용 (Application of Boundary-Fitted Coordinate System to the Wave Propation in a Circular Channel)

  • Jung Lyul Lee
    • 한국해안해양공학회지
    • /
    • 제10권3호
    • /
    • pp.125-131
    • /
    • 1998
  • 본 논문은 경계처리 및 계산과정에 있어서 좀더 개선된 파랑 예측이 보장되도록 기존의 정방형 좌표계에서 수립된 포물선형 및 쌍곡선형 파랑 모델을 경계고정좌표계에 적용하였다. 일정 수심의 만곡 수로를 따라 진행 및 반사하는 파랑에 대한 이론해와 비교하여 수치 모델 결과는 모두 만족할만하였다. 포물선형 모델의 반사 파랑 모의는 반사물에 접근한 입사파를 다시 외해 경계 쪽으로 역계산하여 수행된다.

  • PDF