• Title/Summary/Keyword: empirical tests

검색결과 941건 처리시간 0.032초

AZ31 마그네슘합금의 시편두께 조건에 따른 실험적 피로균열전파모델 평가 (Estimation of Empirical Fatigue Crack Propagation Model of AZ31 Magnesium Alloys under Different Specimen Thickness Conditions)

  • 최선순
    • 한국산학기술학회논문지
    • /
    • 제15권2호
    • /
    • pp.646-652
    • /
    • 2014
  • 본 논문의 목적은 AZ31 마그네슘합금의 균열성장거동의 경향을 묘사할 수 있는 실험적 피로균열전파모델을 시편두께 조건에서 평가하여 적합한 모델을 제시하는 것이다. 평가에 사용된 실험적 모델은 Paris-Erdogan 모델, Walker 모델, Forman 모델, 수정된 Forman 모델이며, 각 모델의 파라미터를 통계적으로 추정하기 위하여 최우추정법을 사용하였다. 두께조건이 피로균열전파거동 예측에 미치는 영향을 고려하면서 적합한 모델을 평가하기 위해 시편두께의 3가지 조건을 변화시키면서 피로균열전파실험을 수행하여 통계적 균열성장 데이터를 획득하였다. 시편두께 조건에 따라 마그네슘합금의 균열성장거동의 경향을 잘 묘사하는 모델은 Paris-Erdogan 모델과 Walker 모델이며, 모델의 파라미터 중 피로균열성장속도지수는 시편두께가 4.75mm와 6.60mm 조건에서 재료상수가 될 수 있음을 밝혀내었다. 그러나 시편두께가 두꺼운 경우에는 양상에 차이를 보이므로 모델 선정 시 신중한 판단이 요구된다.

가속수명자료에 대향 경험적 베이즈 비료연구 (Comparisons of Empirical Bayes Approaches to Censored Accelerated Lifetime Data)

  • 조건호;이우동
    • Journal of the Korean Data and Information Science Society
    • /
    • 제8권2호
    • /
    • pp.183-194
    • /
    • 1997
  • 이 논문의 목적은 제2종 중도절단자료된 가속수명 자료가 형상모수를 고정시킨 와이블분포를 한다는 가정에서 데이터에 대한 경험적베이즈 방법을 이용하여 분석하는데 있다. 이 논문에서는 적률추정법과 최우추정법을 이용한 경험적 베이지안 방법을 제안하고, Pathak등에 의해 제안된 경험적베이지안 방법과 비교한다. 특히, 인위적 자료를 이용한 모의 실험을 통하여 추정량들을 추정된 베이즈위험측면에서 비교한다.

  • PDF

The Effect of Investing into Distribution Information and Communication Technologies on Banking Performance the Empirical Evidence from an Emerging Country

  • PHAN, Anh;LU, Chi Huu;HOANG, Lam Xuan;NGUYEN, Phuong Minh
    • 유통과학연구
    • /
    • 제20권6호
    • /
    • pp.43-56
    • /
    • 2022
  • Purpose: This study aims to investigate the impact of investing into technology development on banking performance in an emerging country. Research design, data and methodology: Based on the data of 12 commercial banks listed in Vietnam from 2011 to 2019 and performing multivariable regression analyses as well as conducting a variety of robustness tests, we carry out the empirical investigation to discover this impact. Results: Our empirical evidence shows that these spending help to improve significantly performance of banks. Particularly, the technology expenditures have positive effect on the net interest margin and the non-interest income in which the level of influence on the latter is relatively remarkable in comparison with the former. At the same time, the result does not support the view that increasingly spending on technology may lead banks to face the risk of instability. Conclusions: Overall, our empirical analysis indicates that increasing investment into distribution information and communication technologies will help to enhance business strategies of banks and thus we advocate the bright side of technology development and digitalization in banking sector. We believe that the research is useful for both managers, regulators and policy makers in Vietnam as well as in countries having similar financial structure.

RMR 분류에 의한 암반등급과 제안식에 의한 암반 변형계수 추정기법의 상관관계 분석 (Analysis of Co-relationship between Rock Mass Grade by RMR and Estimation Method of Rock Deformation Modulus by Suggested Formulas)

  • 도종남;이진규;천병식
    • 한국지반환경공학회 논문집
    • /
    • 제13권4호
    • /
    • pp.13-26
    • /
    • 2012
  • 암반으로 이루어진 지반에 지하철, 철도, 도로터널 및 지하 저장소 등 지하공간을 적극 활용하기 위해서는 암반의 특성을 고려한 물성치를 확보하는 것이 중요하다. 모든 현장에서는 직접적으로 암반의 변형계수를 측정하여 설계에 반영하는 것이 바람직하나, 방대한 암반지반에 대한 변형계수 물성치를 확보하기 위해 계측을 실시하는 것은 난해한 실정이다. 따라서, 일반적으로 터널설계 시 RQD, RMR 등을 이용하여 선행연구자들이 제안한 식을 많이 이용하고 있다. 그러나 이들 제안식들의 경우 대부분이 해외사례연구를 통한 경험식이므로 국내 암반의 강도 및 변형특성에 맞는 변형계수를 추정해 내는 데에는 제한이 있을 것으로 판단된다. 따라서, 본 연구에서는 기존에 쓰여지고 있는 경험식의 적용성을 고찰하기 위하여 RMR법에 의해 암반을 분류한 국내현장 7개소를 선정하여 공내재하시험에 의한 실측값과 경험식에 의한 산정된 변형계수를 비교하여 그 상관관계를 규명하고자 하였다. 공내재하시험에 의한 실측값과 선행연구자들에 의해 제안된 식으로 산정된 변형계수의 비교 결과, RMR지수가 50 이상인 경우에는 실측값과 제안식에 의해 산정된 암반의 변형계수가 상관성이 없는 분포를 보였다. 반면 RMR 지수가 50 이하인 경우에는 편마암, 화강암, 화강편마암은 기존의 제안식과 유사한 경향을 나타내었고, 셰일 및 사암 등 일반퇴적암의 경우는 상관성이 없는 것으로 나타나 적용이 난해할 것으로 판단된다.

양방향 재하시험 결과를 이용한 암반소켓 현장타설말뚝의 주면 마찰력과 선단 지지력 (Skin Friction and End Bearing Resistances of Rock-socketed Piles Observed in Bi-directional Pile Load Tests)

  • 송명준;박영호;김명모
    • 한국지반공학회논문집
    • /
    • 제29권7호
    • /
    • pp.17-36
    • /
    • 2013
  • 본 연구에서는 해상 교량 현장과 초고층빌딩 현장에서 실시한 암반에 근입된 대구경 현장타설말뚝의 양방향 재하시험(총 4개 현장, 13개 말뚝) 결과를 분석하여 연암에서의 주면마찰력과 선단지지력 산정을 위한 경험식을 제안하였다. 양방향 재하시험을 위하여 각 시험 말뚝의 정 중앙 위치에서 시추 및 지반조사가 이루어졌으며, 각 말뚝에 부착한 계측장치로부터 얻은 데이터를 이용하여 주면의 f-w 곡선과 선단의 q-w 곡선을 작성하였다. 이 곡선들로부터 - 지반조사결과들과 주면마찰력 및 선단지지력에 대한 다중회귀분석을 실시하여 - 변위에 따른 극한 주면마찰력과 선단지지력 산정식을 제안하였으며, 이 결과를 기존의 경험식들과 비교 분석하였다. 변위가 증가할수록 지지력이 증가하는 국내 암반의 f-w 곡선과 q-w 곡선의 특성상, 다양한 말뚝 변위기준에 따라 제안한 경험식들이 변위와 무관하게 일정한 극한값으로 제안된 기존의 경험식들보다 더 합리적인 것으로 판단된다. 본 연구의 제안식들 중에서 일축압축강도의 함수로 나타낸 주면마찰력 및 선단지지력에 대한 제안식이 다른 지반정수들에 의한 경험식보다 좋은 상관관계를 보여주는 것으로 나타났다.

남해안 해성점토의 $C_a/C_c$ ($C_a/C_c$ for Marine Clay at Southern Part of Korea)

  • 김규선;임형덕;이우진
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 1999년도 봄 학술발표회 논문집
    • /
    • pp.373-380
    • /
    • 1999
  • Consolidation settlements of soft clay are often large and potentially damaging to the structures. Currently, large-scale construction projects for airport and harbor etc. are in progress in Korea and many of these structures will be constructed on thick and soft clay layers. For this kind of ground condition, evaluation of consolidation settlement is required at every design and construction stages, and the magnitude of secondary compression appears to be larger than expected. Generally, the magnitude of secondary compression is evaluated by laboratory and in-situ consolidation tests or by empirical $C_{a/}$ $C_{c}$, relationship. The use of empirical value $C_{a/}$ $C_{c}$ may be economical, fast and powerful tool in estimating secondary consolidation settlement. However, the databases of the $C_{a/}$ $C_{c}$, for typical soft clays in Korea are insufficient. The purpose of this study is to investigate the relationship of $C_{a/}$ $C_{c}$ on marine clay near the southern sea in Korea. A series of incremental loading consolidation tests with measurement of pore water pressure were performed. It was found that the $C_{a/}$ $C_{c}$ of undisturbed marine clay is 0.0397. This value is similar to that proposed by Mesri and Castro(1987) on inorganic clay and silt. and silt. and silt.

  • PDF

Creep behaviour of flexible adhesives

  • van Straalen, Ijsbrand J.;Botter, Erik;van den Berg, Arnold;van Beers, Peter
    • 접착 및 계면
    • /
    • 제5권2호
    • /
    • pp.5-14
    • /
    • 2004
  • Since flexible adhesives are used more and more in structural applications, designers should have a better understanding of its behaviour under various conditions as ultimate load, fatigue load, long-term load and environmental conditions. This paper focuses on long-term load conditions and its effect on flexible adhesives. The creep properties of both PU (PolyUrethane) and SMP (Silyl Modified Polymers) adhesives used for identical applications are considered. To investigate the creep behaviour tests under various conditions were done. The results of those tests are presented and compared. To evaluate these results an empirical method is proposed and discussed. An example illustrates the potential of this method. It is also shown that with use of a probabilistic calibration technique this method results into a simple rule, which can be used to calculate the creep for practical applications. For the studied adhesives, the creep performance of the SMP adhesive is shown to be of the same level or slightly better than of the two PU adhesives. In addition to this empirical method, the principles of a more complex theoretical based method are introduced. The potential of this method is illustrated and future research activities are drawn.

  • PDF

KCS선형의 천수영역에서의 자세 변화에 대한 실험적 연구 (Experimental Study of Ship Squat for KCS in Shallow Water)

  • 윤근항;박병재;여동진
    • 대한조선학회논문집
    • /
    • 제51권1호
    • /
    • pp.34-41
    • /
    • 2014
  • When a ship sails in shallow water, it is well known that an additional sinkage and trim of the ship(squat) is caused by change of hydrodynamic force between the seabed and the bottom of a ship. In this paper, to examine this phenomenon by model tests, the squat of KCS model ship at a low speed is measured by the vision based ship motion measurement system during HPMM tests. Various combinations of a ship speed, a rudder angle and a drift angle were tested at three depth conditions(H/T = 1.2, 1.5 & 2.0). As a result, increase of the ship's speed and ship's drift angle caused an increase in ship squat, but the ship's rudder angle did not. The rate of increase in ship squat was the most at H/T = 1.2 condition. Lastly these experimental results are compared to the results by three empirical formulas and two CFD methods. The tendency of ship squat measured by experiment is similar to those of empirical formulas.

Burst criterion for Indian PHWR fuel cladding under simulated loss-of-coolant accident

  • Suman, Siddharth
    • Nuclear Engineering and Technology
    • /
    • 제51권6호
    • /
    • pp.1525-1531
    • /
    • 2019
  • The indigenous nuclear power program of India is based mainly on a series of Pressurised Heavy Water Reactors (PHWRs). A burst correlation for Indian PHWR fuel claddings has been developed and empirical burst parameters are determined. The burst correlation is developed from data available in literature for single-rod transient burst tests performed on Indian PHWR claddings in inert environment. The heating rate and internal overpressure were in the range of 7 K/s-73 K/s and 3 bar-80 bar, respectively, during the burst tests. A burst criterion for inert environment, which assumes that deformation is controlled by steady state creep, has been developed using the empirical burst parameters. The burst criterion has been validated with experimental data reported in literature and the prediction of burst parameters is in a fairly good agreement with the experimental data. The burst criterion model reveals that increasing the heating rate increases the burst temperature. However, at higher heating rates, burst strain is decreased considerably and an early rupture of the claddings without undergoing considerable ballooning is observed. It is also found that the degree of anisotropy has significant influence on the burst temperature and burst strain. With increasing degree of anisotropy, the burst temperature for claddings increases but there is a decrease in the burst strain. The effect of anisotropy in the ${\alpha}$-phase is carried over to ${\alpha}+{\beta}$-phase and its effect on the burst strain in the ${\alpha}+{\beta}$-phase too can be observed.

재무분석가의 현금흐름예측과 발생액 이상현상 (Analysts' Cash Flow Forecasts and Accrual Anomaly)

  • 김종현;장석진
    • 아태비즈니스연구
    • /
    • 제11권3호
    • /
    • pp.137-151
    • /
    • 2020
  • Purpose - The purpose of this study is to investigate whether financial analysts' cash flow forecasts mitigate the accrual anomaly. In addition, we examine whether the more accurate analysts' cash flow forecasts are the greater the decline of the accrual anomaly. Design/methodology/approach - Data used in the empirical tests are extracted through KIS-VALUE and FN-GUIDE, and the sample consists of firms listed on Korea Stock Exchange for 7 years from 2005 to 2011. We test the hypotheses using multiple regression analysis and we also estimate the regressions with the decile ranks of the explanatory variables to minimize the influence of outliers. Findings - We have failed to capture evidence that the provision of financial analysts' cash flow forecasts itself reduces the accrual anomaly. However, we find the accrual anomaly to be less severe when financial analysts provide more accurate cash flow forecasts. The findings are consistent in the regression models with the decile ranks as well as in the robustness tests that controlled the accruals quality. Research implications or Originality - This study contributes to the expansion of related studies in the Korea by providing empirical evidence partially that the financial analysts' cash flow forecasts mitigate the accrual anomaly.