• 대한인간공학회지
• /
• 제29권4호
• /
• pp.465-471
• /
• 2010

Work-related musculoskeletal disorders (WMSDs) have been the most common health problem covered by worker's accident compensation insurance for several years in Korea. Korean government has strengthened related regulations since 2003. People looked forward to decreasing the incidence and prevalence of WMSDs. At first, the expectation could be realized. However, we were bumped against to limit at present. The authors think it is due to the negligence of psychosocial factors for WMSDs. Many researchers reported that the various psychosocial factors were associated with WMSDs or symptoms. Job demand, social support, job satisfaction and decision latitude are the major risk factors in job stress aspect. Work pressure, lack of rest, qualified workload, workload variability and monotonous job are the significant risk factors in work context of work organization. Employment flexibility, downsizing, lean production, contingent work and pay for by the piece are also the risk factors in an organizational context. Furthermore, these risk factors are associated with each other across different dimensions of work organization. Suggestive possible pathways between these risks and WMSDs have been taken note of increasing muscle strain or ergonomic stress and of a cognitive aspect. The authors suggest these risk factors could explain the limitation of the regulation system for WMSDs. In conclusion, the strategy to manage psychosocial factors is the one of the essential approach to prevent WMSDs.

• 한국염색가공학회지
• /
• 제11권2호
• /
• pp.19-26
• /
• 1999

Strains degrading and decolorizing acid dyes, Nylosan red E-BL 150%. were isolated from natural system, was named as ARK3. The optimal culture conditions of temperature and pH were $35^\circ{C}$, 7.0, respectively. Growth rate of cells in conditions of aerobic shaking more than standing culture conspicuously increased, and optical density of those to strain ARK3 were found as 1.38 and 0.25 after 42 hrs. Decolorization efficiency in batch culture which used as immobilization media to natural zeolite was 15% after 6 hrs, while suspension culture was 5%, also its of immobilization and suspension culture were 90% and 85% after 48 hrs, respectively. Decolorization efficiency of air-lift bioreactor was more than 90% to a dilution rate of $0.038hr^{-1}$, but that was decreased as 70%, when the dilution rate was $0.05hr^{-1}$. Even though at maximum dilution rate of this study, there was not appeared "wash out" phenomienon of biomass. Decolorization efficiency was 97.7% at a dilution rate of $0.025hr^{-1}$, when influent dye concentration was $100mg/\ell$. But if influent dye concentration increased as $150mg/\ell$, even though MLVSS increased, that of treatment water decreased as 93%. Also, when influent dye concentration increased as $200mg/\ell$ and $300mg/\ell$, decolorization efficiencies of treatment water abruptly decreased as 85% and 63%, respectively. Decolorization efficiency was more than 92% to the limit volumetric loading rate of $3.75mg/\ell\cdot{hr}$hr, without regard to variation of influent dye concentration or hydraulic retention time. if volumetric loading rate was more than $3.80mg/\ell\cdot{hr}$, at same condition, decolorization efficiency was lower decrease of retention time than increase of influent dye concentration.entration.

• 터널과지하공간
• /
• 제23권4호
• /
• pp.280-287
• /
• 2013

터널의 안정성 평가방법 중 유한요소법이나 유한차분법과 같은 수치해석을 수행하면 정밀한 지반거동을 예측할 수 있으나 터널노선 전구간에 대한 수치해석은 경제적으로 비효율적이다. 따라서 본 연구에서는 이론해를 사용하고 이를 적용할 수 있도록 터널을 등가면적의 원형으로 가정하여 터널 전구간에 대한 안정성을 분석하는 방법을 제시하였다. 이를 실제 터널에 적용하여 터널 전구간에 대해 예상되는 변형거동과 정량적인 변형률 및 소성반경을 계산하였고 이로부터 변형을 적정한 수준 이내로 제한하기 위한 지보압을 제시하였다. 적용 결과 제안된 방법은 전체 터널 구간에 대한 신속한 안정성 평가와 주요 불안정 구간에 대한 정밀 해석이나 계측설계와 같은 후속조치를 위한 정량적 자료를 제공할 수 있음을 확인하였다.

• 콘크리트학회논문집
• /
• 제29권2호
• /
• pp.179-187
• /
• 2017

철근콘크리트 휨 부재의 최대철근비에 대한 설계 규정은 일반적으로 부재 파괴 시 철근이 항복하도록 하여 충분한 연성과 경제성을 보장 하도록 하고 있다. 콘크리트구조기준(2012)에서 최대철근비는 인장 철근의 순인장변형률 항으로 표현되고, 고강도 재료가 사용되는 경우 매우 높은 철근비를 나타낸다. 따라서 이는 콘크리트 타설시 시공성 확보에 어려움을 야기할 수 있다. 이에 반해, 도로교설계기준(한계상태설계)에서는 최대중립축 깊이비가 0.4가 되도록 최대철근비를 규정하고 있다. 이 결과로부터 시공성 및 연성을 확보할 수 있는 최대철근비에 대한 합리적인 모델을 제시하였다.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
• /
• pp.154-157
• /
• 2006

Composite material is one of the strong candidates for deep see pressure hulls. Research regarding composite unstiffened or stiffened cylinders subjected to hydrostatic pressure has a couple of decades history abroad but domestic research is very new. Experimental investigations seem necessary to understand their structural behavior not only up to the ultimate limit state but in post-ultimate regime. Those experimental information will be very helpful to develop any theoretical methods or to substantiate any commercial numerical packages for structural analyses. In this study, ultimate strength tests on seven composite cylinders subjected to hydrostatic pressure are reported, which includes the fabrication method of models, material properties of the material, initial shape imperfection measurements, test procedure and strain and axial shortening measurements during the tests. The ultimate strengths of the models were compared with those of numerical analyses. The numerical predictions are higher than the test results. It is necessary to improve the accuracy of the numerical predictions.

• 한국지반공학회지:지반
• /
• 제13권5호
• /
• pp.101-124
• /
• 1997

The root pile system is insitu soil reinforcement technique that uses a series of reticulately installed micropiles. In terms of mechanical improvement by means of grouted reinform ming elements, the root pile system is similar to the soil nailing system. The main difference between root piles and soil nailing are due to the fact that the reinforcing bars in root piles are normally grouted under high pressure and that the alignments of the reinforcing members differ. Recently, the root pile system has been broadly used to stabilize slopes and retain excavations. The accurate design of the root pile system is, however, a very difficult tass owing to geometric variety and statical indetermination, and to the difficulty in the soilfiles interaction analysis. As a result, moat of the current design methods have been heavily dependent on the experiences and approximate approach. This paper proposes a quasi-three dimensional method of analysis for the root pile system applied to the stabilization of slopes. The proposed methods of analysis include i) a technique to estimate the change in borehole radium as a function of the grout pressure as well as a function of the time when the grout pressure is applied, ii) a technique to evaluate quasi -three dimensional limit-equilibrium stability for sliding, iii) a technique to predict the stability with respect to plastic deformation of the soil between adjacent root piles, and iv) a quasi -three dimensional finite element technique to compute stresses and dis placements of the root pile structure barred on the generalized plane strain condition and composite unit cell concept talon형 with considerations of the group effect and knot effect. By using the proposed technique to estimate the change in borehole radius as a function of the grout pressure as well as a function of the time, the estimations are made and compar ed with the Kleyner 8l Krizek's experimental test results. Also by using the proposed quasi-three dimensional analytical method, analyses have been performed with the aim of pointing out the effects of various factors on the interaction behaviors of the root pile system.

• 대한기계학회논문집B
• /
• 제28권12호
• /
• pp.1557-1566
• /
• 2004

A flame extinction phenomenon is a typical unsteady process in combustion. Flame extinction is characterized by various physical phenomena, such as convection, diffusion, and the production of heat and mass. Flame extinction can be achieved by either increasing the strain rate or curvature, by diluting an inert gas or inhibitor, or by increasing the thermal or radiant energy loss. Though the extinction is an inherently transient process, steady and quasi-steady approaches have been used as useful tools for understanding the flame extinction phenomenon. Recently, unsteady characteristics of flames have been studied by many researchers, and various attempts have been made to understand unsteady flame behavior, by using various extinction processes. Representative parameters for describing flame, such as flame temperature, important species related to reactions, and chemi-luminescence of the flame have been used as criterions of flame extinction. In these works, verification of each parameter and establishing the proper criterions of the extinction has been very important. In this study, a time-dependent flame temperature and an OH radical concentration were measured using optical methods, and the instantaneous change of the flame luminosity was also measured using a high-speed ICCD (HICCD) camera. We compare the unsteady extinction points obtained by three different methods, and we discuss transient characteristics of maximum flame temperature and OH radical distribution near the extinction limit.

• 대한기계학회논문집
• /
• 제9권5호
• /
• pp.539-547
• /
• 1985

본 논문에서는 이상과 같은 연구현상을 배경으로 응력비 R.geq.0인 사인응력파 에서도 사이클의존형 크랙전파가 공존하는가, 공존한다면 그 전이를 결정짓는 조건을 구하기 위해, 대표적인 고온용 재료인 SUS 304강을 이용하여 온도 650.deg. C, 대기중에서 반복속도 .nu., 응력비 R, 응력레벨 .sigma.$_{maxo}$등의 실험조건을 바꾸어 고온저사이클 피로실험을 하였다. 또 이 현상의 기초과정을 이해하는데 도움을 주기 위하여 파면 관찰을 행하였다.

• 대한토목학회논문집
• /
• 제8권2호
• /
• pp.205-213
• /
• 1988

사장교는 그 설계에 있어서 케이블의 개수와 배치형식, 케이블의 초기인장력, 주탑의 지지형식과 높이 등 거어더와 주탑 단면외에도 설계변수가 많으므로 효율적인 설계를 하는 것이 쉽지 않다. 본 연구에서 케이블의 초기인장력, 거어더와 주탑의 단면, 주탑의 높이를 설계변수로 하여 사장교의 설계를 최적화하는 문제를 다루었다. 서로 상호작용을 하는 여러 설계변수를 동시에 최적화하는 어려움을 피하기 위하여 본 논문에서는 초기인장력, 단면, 주탑의 좌표를 각각 독립된 설계공간에서 최적화하였다. 목적함수로서는 초기인장력 공간에서는 전체구조의 변형에너지를, 단면 및 좌표의 공간에서는 재료의 총중량을 취하였다. 제약조건으로는 초기인장력의 상하한계, 부재의 좌굴을 고려한 응력, 단면적의 하한계를 고려하였다. 대표적인 Fan형 및 Harp형 사장교를 최적설계한 결과, 제시된 방법에 의하여 합리적인 결과를 얻을 수 있음을 보이고, 기존의 최적화에서 고려하지 않았던 좌표의 최적화를 통하여 경제성을 얻을 수 있다는 것을 밝혔다.

• 한국지반신소재학회논문집
• /
• 제15권4호
• /
• pp.25-32
• /
• 2016

지반공학에서 평면변형율을 가정하는 2차원 사면안정해석은 일반적으로 널리 사용되고 있다. 이 가정은 사면활동이 넓은 영역에 걸쳐서 발생되는 가정이므로 3차원 효과가 무시된다. 대다수 연구에서 2차원해석의 최소안전율값은 3차원해석에 비하여 작게 평가되는 보수적인 결과를 나타낸다. 최근에는 컴퓨터의 소프트웨어와 하드웨어를 포함한 해석방법의 발달로 3차원해석에 대한 요구가 커지고 있다. 본 논문에서는 원호모드, 병진모드사면을 이용하여 유한요소에 의한 2, 3차원해석 및 2차원 한계평형해석을 통하여 수치해석을 실시하였다. 해석결과 매개변수(요소망크기, 체적팽창각(dilatency angle), 경계조건, 응력이력, 모델차원)에 따른 사면안정해석에 미치는 영향을 분석하였다. 해석결과 2차원 해석보다 3차원 해석에 의한 사면의 안전율 값은 항상 크게 평가되며, W 뱡향 경계조건이 롤러지지인 경우, 사면폭에 의한 결과 차이는 없는 것으로 조사되었다.