• 제목/요약/키워드: Upper-bound Analysis

검색결과 322건 처리시간 0.022초

복층 및 다층장갑판재의 관통에 대한 상부경계이론 해석 (An upper bound analysis for the plugging type of ballistic perforation on the double and multi-layered armour plates)

  • 이종우
    • 한국군사과학기술학회지
    • /
    • 제3권2호
    • /
    • pp.35-41
    • /
    • 2000
  • A modified theoretical analysis of the ballistic perforation on the double and multi-layered armour plates using an upper bound method has been presented in this paper. A modified model based on the suggestion of the Awerbuch-bodner model has been adapted and extended into double and multi-layered armour plates when the plugging type of penetration has been occurred. The residual projectile speed, ballistic limit velocity and contact time during the penetration process have been derived from the equation of motion at each stage.

  • PDF

上界解法에 의한 軸對稱 後方押出의 塑性變形 解析 (Analysis of plastic deformation through axisymmetric backward extrusion using upper-bound method)

  • 한철호
    • 대한기계학회논문집
    • /
    • 제13권3호
    • /
    • pp.330-336
    • /
    • 1989
  • 본 연구에서는 상계해법을 이용하여 축대칭 후방압출에 있어서 압출하중뿐 아니라 소성변형역의 형상 및 비유동영역(dead metal zone)까지 에측이 가능한 단순하고 체계적인 이론해석법을 제안하고 이에 대한 실험을 수행하여 확인해 보고자 한다.

베어링레이스의 온간성형에서 UBET 해석에 의한 공정개선 및 유동구속조건의 향상 (The Improvement of Bearing-Race Forming Process Using UBET Analysis)

  • 김영호;배원병;박재우
    • 한국정밀공학회지
    • /
    • 제14권8호
    • /
    • pp.92-100
    • /
    • 1997
  • An upper-bound elemental technique (UBET) analysis is carried out to improve the material flow and to reduce the load of bearing-race forming process. The UBET analysis, which adapts the advantages of stream function and finite element method, is useful for predicting the profile of complex geometric bound- ary. From the UBET analysis, the forming load, the velocity distribution and the stream line of the deformed billet are determined by minimizing the total power consumption with respect to chosen parameters. The results of present UBET analysis are better than those of previous UBET analysis. Experiments have been carried out with model material plasticine billets at room temperature. The theoretical predictions for forming load and flow pattern(stream line) are in good agreement with the experimental results.

  • PDF

제어이득의 하한을 이용한 새로운 슬라이딩 모드제어 (Sliding Mode Control Using the Lower Bound of Control Gain)

  • 유병국
    • 제어로봇시스템학회논문지
    • /
    • 제9권9호
    • /
    • pp.664-668
    • /
    • 2003
  • A new sliding mode control method based on the lower bound of control gain is presented. Although the magnitube of the proposed control input is larger than that of the conventional control input using both lower and upper bounds, the positive-negative exchanging chattering is reduced and reaching mode is shorter. Because the proposed scheme needs only the lower bound of control gain, it is applicable to the system whose upper bound of control gain is doubtful to determine such as the control gain depends on the system states. It is proved that the proposed control method guarantees the sliding condition. The analysis of differences between the conventional method and the proposed method is given. The validity of the proposed control strategy is shown through a 2nd-order nonlinear system example.

초미세 결정립 조직을 만들기 위한 복합전단가공법에 관한 연구 (A Study on the Hybrid-ECAP Process to Produce Ultra-Fine Materials)

  • 이주현;이진호
    • 한국군사과학기술학회지
    • /
    • 제11권4호
    • /
    • pp.83-91
    • /
    • 2008
  • The development of the equal channel angular pressing(ECAP) process in metals has recently provided a feasible solution to produce ultra-fine or nano-grained bulk materials with tailored material properties. However, ECAP process is difficult to scale up commercially due to requirements of an excessive load. In this paper, a new Hybrid-ECAP process with torsional die is considered to obtain materials of ultra-fine grain structure under low forming load. An upper bound analysis and numerical simulation (DEFORM 3D, a commercial FEM code) are carried out on the torsional die. By the upper bound analysis, analytical expression for the compression force and rotation speed are obtained. By the FEM analysis, the distribution of strain, stress and deformation are obtained. These results show that the Hybrid-ECAP is a useful process because this process can obtain the homogeneous deformations with relatively low forming load. Additionally, due to decreased forming load, die life can be improve.

Pseudostatic analysis of bearing capacity of embedded strip footings in rock masses using the upper bound method

  • Saeed Shamloo;Meysam Imani
    • Geomechanics and Engineering
    • /
    • 제34권4호
    • /
    • pp.381-396
    • /
    • 2023
  • The present paper evaluates seismic bearing capacity of rock masses subjected to loads of strip footings using the upper bound method. A general formula was proposed to evaluate the seismic bearing capacity considering both the horizontal and vertical accelerations of the earthquake and the effects of footing embedment depth simultaneously. Modified Hoek-Brown failure criterion was employed for the rock mass. Some comparisons were made with the available solutions and the finite element numerical models to show the accuracy of the developed upper bound formulations. The obtained results show significant improvement compared to the other available solutions. By increasing the horizontal earthquake acceleration from 0.1 to 0.3, the bearing capacity was reduced by up to 39%, while the effect of the vertical earthquake acceleration depends on its direction. An upward acceleration in the range of zero to 0.2 results in an increase in the bearing capacity by up to 24%, while the downward earthquake acceleration has an adverse effect. Also, by increasing the embedment depth of the footing from zero to 5 times the footing width, the value of seismic bearing capacity was raised about 86%. The obtained results were presented as design tables for use in practical applications.

Limit analysis of rectangular cavity subjected to seepage forces based on Hoek-Brown failure criterion

  • Yang, X.L.;Qin, C.B.
    • Geomechanics and Engineering
    • /
    • 제6권5호
    • /
    • pp.503-515
    • /
    • 2014
  • On the basis of Hoek-Brown failure criterion, a numerical solution for the shape of collapsing block in the rectangular cavity subjected to seepage forces is obtained by upper bound theorem of limit analysis. The seepage forces obtained from the gradient of excess pore pressure distribution are taken as external loadings in the limit analysis, and the pore pressure is easily calculated with pore pressure coefficient. Thus the seepage force is incorporated into the upper bound analysis as a work rate of external force. The upper solution of the shape of collapsing block is derived by virtue of variational calculation. In order to verify the validity of the method proposed in the paper, the result when the pore pressure coefficient equals zero, and only hydrostatic pressure is taken into consideration, is compared with that of previous work. The results show good effectiveness in calculating the collapsing block shape subjected to seepage forces. The influence of parameters on the failure mechanisms is investigated.

LDPC 코드와 터보 코드의 성능 상향 한계 분석 (Analysis of Bounding Performance for LDPC codes and Turbo-Like Codes)

  • 정규혁
    • 한국통신학회논문지
    • /
    • 제31권2A호
    • /
    • pp.138-143
    • /
    • 2006
  • 본 논문은 특정한 LDPC 코드와 특정한 인터리버를 가진 터보 코드의 맥시멈 라이클리후드(maximum-likelihood) 디코딩 성능의 상향 한계를 보인다. 현재까지의 연구는 균등 인터리버의 가정을 하거나 또는 앙상블 코드를 사용하여 LDPC 코드와 터보 코드의 성능 상향 한계를 계산하였다. 이러한 성능 상향 한계는 모든 코드 또는 모든 인터리버에 대한 평균 성능만을 표시하게 된다. 제안된 성능 상향 한계는 단순 한계(simple bound)와 정확한 짧은 거리의 항들을 포함하는 추정된 무게 분포를 기초하고 있다. 만약 둘 중에 하나만 사용하게 되면 정확한 성능 상향 한계를 얻을 수 가 없다.

Collapse mechanism for deep tunnel subjected to seepage force in layered soils

  • Yang, X.L.;Yan, R.M.
    • Geomechanics and Engineering
    • /
    • 제8권5호
    • /
    • pp.741-756
    • /
    • 2015
  • The prediction of impending collapse of deep tunnel is one of the most difficult problems. Collapse mechanism of deep tunnel in layered soils is derived using a new curved failure mechanism within the framework of upper bound theorem, and effects of seepage forces are considered. Nonlinear failure criterion is adopted in the present analysis, and the possible collapse shape of deep tunnel in the layered soils is discussed in this paper. In the layered soils, the internal energy dissipations along velocity discontinuity are calculated, and the external work rates are produced by weight, seepage forces and supporting pressure. With upper bound theorem of limit analysis, two different curve functions are proposed for the two different soil stratums. The specific shape of collapse surface is discussed, using the proposed curve functions. Effects of nonlinear coefficient, initial cohesion, pore water pressure and unit weight on potential collapse are analyzed. According to the numerical results, with the nonlinear coefficient increase, the shape of collapse block will increase. With initial cohesion of the upper soil increase, the shape of failure block will be flat, and with the lower soil improving, the size of collapsing will be large. Furthermore, the shape of collapsing will decrease with the unit weight decrease.

Robust Stability Condition and Analysis on Steady-State Tracking Errors of Repetitive Control Systems

  • Doh, Tae-Yong;Ryoo, Jung-Rae
    • International Journal of Control, Automation, and Systems
    • /
    • 제6권6호
    • /
    • pp.960-967
    • /
    • 2008
  • This paper shows that design of a robustly stable repetitive control system is equivalent to that of a feedback control system for an uncertain linear time-invariant system satisfying the well-known robust performance condition. Once a feedback controller is designed to satisfy the robust performance condition, the feedback controller and the repetitive controller using the performance weighting function robustly stabilizes the repetitive control system. It is also shown that we can obtain a steady-state tracking error described in a simple form without time-delay element if the robust stability condition is satisfied for the repetitive control system. Moreover, using this result, a sufficient condition is provided, which ensures that the least upper bound of the steady-state tracking error generated by the repetitive control system is less than or equal to the least upper bound of the steady-state tracking error only by the feedback system.