• 제목/요약/키워드: stress path method

검색결과 164건 처리시간 0.023초

Path analysis of the suicidal ideation of Korean adults

  • Yoon, Chae-Min;An, Hye-Gyung
    • International Journal of Advanced Culture Technology
    • /
    • 제7권1호
    • /
    • pp.103-111
    • /
    • 2019
  • This study attempted to test the path model that can predict Korean adult suicidal ideation. The subjects were 459 adults aged between 19 and 64 who agreed to this study among quota sampled by the population, sex, and region of the metropolitan city. The path model of collected data was estimated using SPSS 24.0 program and AMOS 22.0. The results of the bias-corrected percentile method for verifying the significance of the mediator effect of the final model showed that suicidal attitude, depression, and stress were found to be mediating effects of health status on suicidal ideation. Suicide attitude and stress were found to mediate the effects of health status on depression. And the effect of drinking on depression was mediated by stress. This result is expected to be used as a practical basis for the development of suicide prevention and intervention programs for adults in the future.

세라믹 접합부재에 대한 파괴역학인자 및 파면 해석 (Analysis of Fracture Mechanics Parameter and Fracture Surface in Bonded Ceramic Joints)

  • 김기성
    • 한국공작기계학회:학술대회논문집
    • /
    • 한국공작기계학회 1997년도 춘계학술대회 논문집
    • /
    • pp.156-163
    • /
    • 1997
  • Recently, attempts have been made to be join ceramics to metals in order to make up for the brittleness of ceramics. The difference in the coefficients of linear expansion of the two materials joined at high temperature will cause residual stress, which has a strong influence on the strength of the bonded joints. In this paper, the residual stress distribution and stress intensity factors of the ceramic/metal bonded joints were analyzed by 2-dimensional elastic boundary element method. Fracture toughness tests of ceramic/metal bonded joints with an interface crack were carried out. So the advanced method of quantitative strength evaluation for ceramic/metal bonded joints is to be suggested. Fracture surface and crack propagation path were observed using scanning electron microscope.

  • PDF

기계적 체결부 균열의 피로균열성장에 관한 연구 (A Study on the Fatigue Crack Growth of Cracks in Mechanical Joints)

  • 허성필;양원호;정기현
    • 한국자동차공학회논문집
    • /
    • 제10권1호
    • /
    • pp.187-194
    • /
    • 2002
  • It has been reported that cracks in mechanical joints is generally under mixed-mode and there is critical inclined angle at which mode I stress intensity factor becomes maximum. The crack propagates in arbitrary direction and thus the prediction of crack growth path is needed to provide against crack propagation or examine safety. In order to evaluate the fatigue life of cracks in mechanical joints, horizontal crack normal to the applied load and located on minimum cross section is major concern but critical inclined crack must also be considered. In this paper mixed-mode fatigue crack growth test is performed far horizontal crack and critical inclined crack in mechanical joints. Fatigue crack growth path is predicted by maximum tangential stress criterion using stress intensity factor obtained from weight function method, and fatigue crack growth rates of horizontal and inclined crack are compared.

Liquefaction Behaviour and Prediction of Deviator Stress for Unsaturated Silty Sand

  • Lee, Dal-Won
    • 한국농공학회논문집
    • /
    • 제48권7호
    • /
    • pp.35-43
    • /
    • 2006
  • This study was carried out to investigate the liquefaction behaviour and predict deviator stress with matric suction, of unsaturated silty sand. The unsaturated soil tests were conducted using a modified triaxial cell and specimens were prepared using the moisture tamping method. The axis translation technique was used to create the desired matric suctions in the specimen. Undrained triaxial compression tests were carried out at matric suction of 0, 2, 5, 10 and 25 kPa. The specimens were sheared to axial strains of about 20% to obtain steady state conditions. The results showed that liquefaction of silty sand only occurs at matric suction of 0 kPa and 2 kPa. The results also show that at matric suctions of 5, 10 and 25 kPa, the resistance to liquefaction increases. As the suction increases, the undrained effective stress path approached the drained stress path. Also, the predicted and measured maximum deviator stress for unsaturated soils using the effective stress concept showed good agreement as matric suction increases. The deviator stress increase is nonlinear as matric suction increases.

반응표면법을 이용한 솔레노이드형 자기액추에이터의 치수 최적화 설계 (Parameter design optimization of solenoid type magnetic actuator using response surface methodology)

  • 소현준;유정훈
    • 대한기계학회:학술대회논문집
    • /
    • 대한기계학회 2003년도 춘계학술대회
    • /
    • pp.579-584
    • /
    • 2003
  • Solenoid type magnetic actuator is the device, which could translate the electromagnetic energy to mechanical force. The force generated by magnetic flux, could be calculated by Maxwell stress tensor method. Maxwell stress tensor method is influenced by the magnetic flux path. Thus, magnetic force could be improved by modification of the iron case, which is the route of the magnetic flux. Modified design is obtained by parameter optimization using by Response surface methodology.

  • PDF

Comparison of Force Calculation Methods in 2D and 3D Finite Element Method

  • Yan Xiuke;Koh, Chang-Seop;Ryu, Jae-Seop;Xie Dexin
    • KIEE International Transaction on Electrical Machinery and Energy Conversion Systems
    • /
    • 제11B권4호
    • /
    • pp.137-145
    • /
    • 2001
  • The magnetic force calculation methods, the Maxwell's stress tensor method, virtual work method, and nodal force method, are reviewed and the equivalence of them are theoretically proved. The methods are applied to the magnetic force calculation of 2D linear and nonlinear problems, and 3D nonlinear problem. As the results, the convergence of the methods as the number of elements increases, accuracy of the methods, and integral path dependence of the methods are discussed. Finally some recommendations on the usage of the methods, including the determination of the integral path, are given.

  • PDF

다양한 응력경로에 따른 정규압밀 점성토의 변형특성 고찰 (A Consideration on Deformation Characteristics of Normally-Consolidated Clays by Various Stress Paths)

  • 김창엽;정충기
    • 한국지반공학회논문집
    • /
    • 제15권1호
    • /
    • pp.161-173
    • /
    • 1999
  • 연약점성토지반의 압밀침하량 산정을 위해 현장에서 널리 사용되고 있는 표준압밀시험이나 Skempton과 Bjerrum의 압밀침하량 보정법은 현장의 재하조건이나 변형양상이 1차원적이 아닌 경우에는 실제 흙 요소의 응력상태나 변형거동을 정확하게 모사하지 못하는 한계를 가지고 있다. 본 논문에서는 응력경로의 자동제어가 가능한 자동화 삼축시험기를 이용하여 정규압밀상태로 성형된 kaolinite 시료에 대해 다양한 응력경로를 적용하는 실험적 연구를 수행하였으며, 그 결과로부터 합리적인 침하량 평가의 근거가 되는 다양한 응력경로하에서의 탄성변형, 압밀변형, 이차압축변형, 간극수압의 발생 및 소산 거동을 분석하였다. 이와 함께 이러한 응력경로시험의 결과를 기존의 일차원 압밀시험의 결과와 비교함으로써 기존 침하량 산정방법들의 한계와 문제점을 명확히 고찰하였다.

  • PDF

Comparison of Transverse Flux Rotary Machines with Different Stator Core Topologies

  • Lee, Jiyoung;Chung, Shiuk;Koo, Daehyun;Han, Choongkyu
    • Journal of Magnetics
    • /
    • 제19권2호
    • /
    • pp.146-150
    • /
    • 2014
  • The objective of this paper is to provide a comparison between two transverse flux rotary machines (TFRM) with different topologies of stator cores. Depending on how to make stator core with laminated steel sheets, the one topology is 'perpendicular stacking core' and the other is 'separated core'. Both of the two cores have been designed considering 3-dimensional (3-D) magnetic flux path with the same output power conditions, but the core losses are quite different and it causes different magnetic and thermal characteristics. For comparison of these two topologies of stator cores, therefore, core losses have been calculated and used as a heat source in no-load conditions, and the thermal stress has been also calculated. 3-D finite element method has been used for the magnetic field, thermal, and stress analysis to consider the 3-D flux path of the TFRM. After comparing the analysis results of the two topologies, experimental results are also presented and discussed.

포화 점성토지반 침하량의 합리적 평가를 위한 실용적인 응력경로법 적용방법 : Part I (특성변형거동의 평가와 활용) (A Practical App개ach of Stress Path Method for Rational Settlement Estimation of Saturated Clay Deposit : Part I (Evaluation and Use of Characteristic Deformation Behaviors))

  • 김창엽;정충기
    • 한국지반공학회논문집
    • /
    • 제21권4호
    • /
    • pp.83-98
    • /
    • 2005
  • 본 연구에서는 포화 점성토지반 침하량의 합리적인 평가를 위한 새로운 개념의 응력경로법 적용방법을 제안하였다. 제안된 적용방법은 특정 점성토지반에 대해 구조물 침하와 관련하여 현장에서 나타날 수 있는 모든 응력변화 조건을 포괄하는 특성변형거동을 실험적으로 선행하여 평가한 다음, 이를 이용하여 일체의 추가적인 시험없이 발생가능한 다양한 현장조건에 대해 손쉽게 침하량을 평가하는 방법이다. 본 연구의 Part I에서는 이러한 새로운 침하량 평가개념의 실용화와 관련하여 포화 점성토지반의 침하관련 특성변형거동을 최소한의 시험만으로 효율적으로 평가하고 이를 바탕으로 임의의 응력변화 조건에 대해 손쉽게 변형거동을 예측하는 구체적인 방법을 개발하였으며, 그 적용성을 실제 사례를 통해 명확히 확인하였다.

Stress path adapting Strut-and-Tie models in cracked and uncracked R.C. elements

  • Biondini, Fabio;Bontempi, Franco;Malerba, Pier Giorgio
    • Structural Engineering and Mechanics
    • /
    • 제12권6호
    • /
    • pp.685-698
    • /
    • 2001
  • In this paper, a general method for the automatic search for Strut-and-Tie (S&T) models representative of possible resistant mechanisms in reinforced concrete elements is proposed. The representativeness criterion here adopted is inspired to the principle of minimum strain energy and requires the consistency of the model with a reference stress field. In particular, a highly indeterminate pin-jointed framework of a given layout is generated within the assigned geometry of the concrete element and an optimum truss is found by the minimisation of a suitable objective function. Such a function allows us to search the optimum truss according to a reference stress field deduced through a F.E.A. and assumed as representative of the given continuum. The theoretical principles and the mathematical formulation of the method are firstly explained; the search for a S&T model suitable for the design of a deep beam shows the method capability in handling the reference stress path. Finally, since the analysis may consider the structure as linear-elastic or cracked and non-linear in both the component materials, it is shown how the proposed procedure allows us to verify the possibilities of activation of the design model, oriented to the serviceability condition and deduced in the linear elastic field, by following the evolution of the resistant mechanisms in the cracked non-linear field up to the structural failure.