• Proceedings of the ESK Conference
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• 1994.04a
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• pp.105-105
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• 1994

신체 부위를 이용한 Manual Materials handling(MMH) 작업시 무리한 작업하중의 취급으로 인하 여 많은 사고 또는 요통이 발생하기 때문에 작업자의 능력에 맞는 적정 하중에 대한 연구가 필요 하다. MMH작업의 적정하중에관한 연구는 미국 등의 나라에서는 많이 이루어져 왔으나 우리나라에서 는 연구되어 있지 않다. 미국의 경우 NIOSH Guideline을 만들어 MMH시 작업지침으로 활용하고 있으 나 이 지침을 그대로 우리나라에 적용하기에는 신체조건이 달라 우리나라 고유의 연구가 필요하겠다. 적정하중의 연구에는 많은 시간과 경비가 필요하기 때문에 외국의 경우 심리 육체적방법(Psychophysical Method)을 사용하여 시간과 경비를 줄이고도 실제 8시간 작업시의 결과와 비슷한 결과를 얻었다. 본 연구에서는 MMH작업의 적정 하중결정에 있어서 심리육체적 방법을 사용하여 한국인 작업자에 대한 하중과 HIOSH Guideline의 RWL값과의 비교를 하였다. 학생군과 실제 작업자군의 피실험자에 대하여 심리육체적 방법을 적용하여 들기작업을 실험하였다. 6가지 들기 작업을 20분 동안 실시하여 피실험자들이 자신에게 적합하다고 생각하는 적정하중을 측정하였다. 그 결과, 학생군은 RWL값보다 평균 2.5배를, 작업자군은 3.4 배를 적정하중으로 정하였다. 따라서 HIOSH Guideline을 적용한 RWL값은 우리나라 작업자에게는 많은 여유가 있는 하중임을 보여 주었다.

• Fire Science and Engineering
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• v.25 no.1
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• pp.63-71
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• 2011

When it comes to slim floor using asymmetric H-beam, it was designed that the steel member is embedded in concrete with relatively low thermal conductivity so as to minimize the deterioration of rigidity of steel member in fire. But given the bottom flange of asymmetric H-beam is directly exposed to the fire, the measure of applying the fireproof coating to improve the fire rate performance of slim floor beam was sought. The test was aimed at comparing the fireproof performance by adjusting the load ratio of 0.4 and 0.3, and The test was carried out to identify the 3-hour fire performance by reinforcing the beam as well as applying the fireproof coat, In the wake of comparing the specimen depending on variation of load ratio, lowering load ratio by 0.1 resulted in difference of 12 minutes and deflection was 39 mm. It was able to improve 12 minutes by reinforcing the beam and up to 102.4 mm in deflection.

• Computational Structural Engineering
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• v.8 no.3
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• pp.79-89
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• 1995

Two-element plate concept is incorporated into the buckling problem in order to simplify the nonlinear distribution of stress through the thickness of plate. Finite element formulations and programs based upon the Reissner functional and the modified Reissner functional using two-element plate concept are developed for buckling analysis of plates under axial compression. The two programs have been applied to obtain the linear elastic buckling behavior of axially compressed flat plates. Excellent agreement of linear elastic-solution results with exact or approximate solutions of other authors for the same boundary conditions proves the validity of the finite element method using two-element plate theory.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.47 no.10
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• pp.687-694
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• 2019

A circular composite spar in the wing of ultra-light aircraft is subjected to both bending moment and transverse shear loads. However, the beam being used in the aircraft may be inefficient because the design would not take into account the characteristics of the circular tube that supports the bending moment in top and bottom arc parts and the transverse load in left and right ones. Therefore, it is necessary to efficiently fabricate the circular tube beam by properly selecting the stacking sequences or the laminated composite structure. In order to increase both bending and transverse shear strengths of the beams, in this study, a cross-section of circular tube is divided into four arcs: top, bottom, left and right ones. The commercial program, MSC/NASTRAN is used to calculate vertical displacement and the normal and shear strains with variation of parameters such as division angle of arc and fiber orientation. Based on the results, the effective parameters for the new circular composite beam are presented to increase its bending and shear strengths.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.5
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• pp.481-489
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• 2011

In this paper presents new force method by using singular value decomposition. The existing force method has some advantages about analysis of truss structures such as it is easier basic concept than finite element method, which apply to analyze truss structures. However, this method has complex formulation for analysis. Therefore, in this study proposes new force method using singular value decomposition, which is both having easy basic concept and simple computation than existing force method. The proposed method is illustrated through numerical examples.

• Journal of the KSME
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• v.20 no.6
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• pp.442-447
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• 1980

내연기관에 있어서 connecting rod는 piston에 작용하는 가스압력과 관성력을 소단부로 부터 shaft를 거쳐 대단부를 통하여 Crankshaft에 전달하는 역할을 한다. 그러므로 기관의 운제중 끊 임없이 인장, 압축, 좌굴, 굽힘등의 하중을 반복하여 받기 때문에 이것에 견딜 충분한 강성을 지해야 한다. 그러나 일반적으로 connecting rod에 작용하는 하중과, 각부분에 나타나는 응력의 해석은 간단하지 않다. 왜냐하면 행정을 수행하는 동안 크랭크의 각 위치에 대하여 가스 압력 이나 관성력이 변하고, 또한 connecting rod 자체의 형상도 복잡하게 구성되기 때문이다. 따라서 보다 계산을 간단하게 하기 위하여 여기에서는 일단 connecting rod에 작용하는 하중은 최악조 건으로서 최대발압력 및 최대관성력을 적용하기로 하고, 계산결과에 따라 취약부위에 대한 은 력을 검토하기로 한다. 특히 대단부에 있어서는 cap을 연결하는 보울트가 불리면에 작용하는 하중을 충분히 견딜 수 있어야 하므로 보울트계산 또한 중요하나 여기서는 취급치 않고, 다만 이 계산에서 구한 하중을 사용하여 VDI 2230에 의한 방법으로 계산하면 될 것이다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.24 no.4
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• pp.365-373
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• 2011

Damage of reinforced concrete panel subjected to blast load using parallel and domain decomposition is analyzed. The numerical results are sensitive to the mesh size because blast waves are generated during the extremely short term. In order to investigate the effect of mesh size on the blast wave, the analysis results from various wave mesh size using AUTODYN, the explicit finite element analysis program, were compared with existing experimental results. The smaller mesh size was, the higher accuracy was. However, in this case, the analysis was inefficient. Therefore, in order to increase numerical efficiency, the parallel analysis using decomposed method based on Euler and Lagrangian description was performed. Finally, the decomposed method using both the structure domain based on Lagrange description and the blast wave domain based on Euler description was more efficient than the decomposed method using only the Lagrange mesh on structure domain.

• Tunnel and Underground Space
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• v.21 no.3
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• pp.192-204
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• 2011

In this study, 3-D analyses were conducted while taking every construction stage into account. Then 2-D analyses were conducted which yield the same results with the 3-D results. The crown settlement normalized by the ultimate value was compared during the process to overcome the discrepancy caused by different dimensions. When a bench or a core is left uncut to give extra support to the face and eventually the whole excavation boundary, this extra supporting effect also has to be included in the analysis. In this study, this effect is also implemented in terms of the load distribution factor. When the length of the bench is very short compared to the diameter of the tunnel in such cases as in short bench cut or in mini-bench cut, the supporting effect of the face does not disappear even after the bench is completely excavated and supported since the face is still too close to the point of interest. The 4th load distribution factor was defined to stand for the advance of the face after the completion of the excavation cycle. The 4th load distribution factor turned out to be very useful in determining the load distribution factors when a tunnel is excavated by bench cut with various bench lengths under different initial conditions.

• 연구논문집
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• s.29
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• pp.123-130
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• 1999

Flow divider valve, a kind of hydraulic control valve to divide the flow from one input line to two output line uniformly, should be able to keep the constant flow to output lines despite of the change load or supply pressure. Having 5-10% flow diving error in commercial hydraulic products is one of main source of the accumulated error caused hydraulic system problem and demands the development of flow divider valve to control flow more accurately, In this paper, the dynamic characteristics of flow divider valve are investigated by the numerical estimation of the spool motion considered the external supply force. The optimum design of flow divider valve are proposed to reduce the flow diving error. For the dynamic characteristics analysis, the change of sectional area of fixed and variable orifice, and spool are studied when the input signal is accepted to a constant load.

• Journal of the Korean Society of Manufacturing Process Engineers
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• v.15 no.4
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• pp.67-72
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• 2016

Planetary gear sets are widely used in power transmission components, which have high efficiency and good durability. Their most important design parameter is the load-sharing characteristics among several planetary gears. In this study, the load sharing of planetary gears was analyzed according to the carrier pinhole position error of planetary gear sets. The loads acting on planetary gears varied with the pinhole position error of the carrier, and the load sharing of planetary gears improved as the input load increased. In addition, the load of the planetary gear with a carrier pinhole position error was relatively higher than that of other planetary gears without carrier pinhole position errors. This trend appeared more clearly in the non-floating-type carrier than the floating-type carrier.