• 한국분말야금학회:학술대회논문집
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• 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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• pp.181-182
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• 2006

Cylindrical specimens with different levels of density have been submitted to uniaxial compression tests with loading and unloading cycles. The analysis of the elastic loadings shows a non linear elasticity which can be mathematically represented by means of a potential law. Results are explained by assuming that the total elastic strain is the contribution of two terms one deriving from the hertzian deformation of the contacts among particles and another that takes into account the linear elastic deformation of the powder skeleton. A simple model based in an one pore unit cell is presented to support the mathematical model.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.825-831
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• 2010

In this study is stress behavior of steel support structure is to identify basic research. Steel stress due to load step to determine the behavior of steel using strain gauge steel loading test was performed. Numerical analysis and steel loading test using strain gauge on the actual steel stress behavior was analyzed. First, when tensile loading 3.5tonf load side of the plastic behavior appeared. Elastic model, using numerical analysis and comparison of results, the actual value is saved and you can see some difference. This repeated loading tests on steel can be seen from the results of the stress behavior of the steel rather than the elastic behavior of elastic-plastic behavior is because you can see. In addition, the upper and lower steel stress in compression and tension behavior represents the behavior was similar, but different. Steel loading test results, Y-axis get a compression if X-axis is tension. The future based on this study, the stress sensitivity curve of magnetic anisotropy sensor for non-destructive stress measurement technique for the study will be performed. And the behavior of plastic zone and residual stress to determine the numerical analysis using non-elastic model is needed.

• 한국해안해양공학회지
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• 제13권1호
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• pp.73-79
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• 2001

본 연구에서는 탄성 지지된 잠수 평판으로 이루어진 방파제의 파랑감쇠 성능을 고찰하였다. 이 방파제는 파랑감쇠를 위하여 입사파, 산란파 그리고 방사파의 위상 상호작용을 이용한다. 유동장을 기술하기 위하여 선형포텐셜 이론을 도입하였으며, 특이점 분포방법을 적용하였다. 잠수된 평판은 강체라고 가정하였으며, 탄성지지는 일정한 탄성계수를 가진 선형 스프링으로 간주하였다. 수치계산을 위하여 직사각형 평판을 고려하였다. 수치해의 안정성을 위하여 영향행렬의 조건수를 조사하여 평판의 두께를 결정하였다. 탄성지지의 강성이 방파제의 성능에 미치는 영향을 살펴보았다. 한편 잠수 깊이가 파랑감쇠에 미치는 영향을 조사하였다. 계산결과에 의하면 방파제의 공진 진동수가 입사파의 진동수보다 약간 작게 설정되어야 파랑감쇠가 최대로 일어남을 확인하였다.

• Physical Therapy Rehabilitation Science
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• 제2권2호
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• pp.81-86
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• 2013

Objective: The objective of this study was to investigate the feasibility and effects of balance training using a newly developed elastic band orthosis (aider) for improvement of mobility and balance in chronic stroke patients. Design: Cross-sectional study. Methods: Ten patients with chronic hemiplegia participated in this study. There were six males and four females; two patients had right hemiplegia and eight had left hemiplegia. This study investigated the effect of the elastic band orthosis on balance and gait ability compared with bare foot condition. Gait parameters were measured using the opto-gait system for analysis of the spatial and temporal parameters of walking in stroke patients. In addition, balance ability in stroke patients was evaluated using the Timed Up and Go (TUG) and Berg Balance Scale (BBS). Results: This study investigated the effect of the elastic band orthosis on balance compared with bare foot condition. The TUG and BBS showed significant improvement with use of the elastic band orthosis (p<0.05). Use of the Elastic band orthosis resulted in significantly improved velocity, cadence, less-affected step length, less-affected stride length, and less-affected single limb support in stroke patients (p<0.05). Conclusions: We demonstrated a significant improvement in dynamic balance and gait ability in chronic stroke patients using the elastic band orthosis. This orthosis may aid in prevention of spastic foot drop, leading to improvement of walking ability.

• 웰빙융합연구
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• 제5권2호
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• pp.29-32
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• 2022

Purpose: The purpose of this study is to observe the immediate effects of elastic taping and isometric exercises on balance ability in the elderly. Research design, data and methodology: 15 elderlies were participated in this study and randomly assigned into two group. The intervention group was applied elastic taping on ankle joint while the control group performed isometric ankle exercise in three sets for 30 seconds per set. Anterior-posterior and medial-lateral postural sway speed were measured after the experiment. To compare the change in balance ability between groups after the experiment, independent t-test was used. To investigate the change in balance ability between pre- and post-experiment within the groups, paired t-test was used. Results: A significant difference in medial-lateral postural sway speed was found after elastic taping application only in the intervention group (p>0.05). However, there was no significant difference between the groups. Conclusions: In conclusion, this finding supported that elastic taping would be helpful to support ankle stability and increase balance ability for the elderly as well as performance for sports athlete that was demonstrated in previous studies. Further studies will be necessary to confirm the long-term effects of elastic taping application on motor control and the risk of falling.

• 한국정밀공학회지
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• 제34권2호
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• pp.115-123
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• 2017

This paper presents the design and the control performance of a novel dynamic compliant-arm support with parallel elastic actuators that was developed to assist with the daily living activities of those whose arms are compromised by muscular disease or the aging process. The parallel elastic-arm support consists of a compliant mechanism with combined passive and active components for human interaction and to reach the user's desired positions. The achievement of these tasks requires impedance control, which can change the virtual stiffness, damping coefficients, and equilibrium points of the system; however, the desired-position tracking by the impedance control is limited when the end-effector weight varies according to the equipping of diverse objects. A prompt algorithm regarding weight calibration and friction compensation is adopted to overcome this problem. A result comparison shows that, by accurately assessing the desired workspace, the proposed algorithm is more effective for the accomplishment of the desired activities.

• 한국운동역학회지
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• 제18권1호
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• pp.63-72
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• 2008

본 연구는 운동유형별 운동 전후 뇌졸중 환자의 보행시 하지근육 활성도의 차이를 비교 분석하여 임상에서 기능적 수행능력의 개선을 위한 효과적인 근력강화 방법을 제시하는데 그 목적이 있다. 이를 위하여 운동치료군, 탄성밴드군 및 신장반사군으로 구분하여 각각 7명씩 총 21명을 대상으로 하였고, 운동프로그램은 8주 동안 주 5회 실시하였다. 1차 단하지 지지기에서 장요근 및 대퇴이두근의 %MVIC는 신장반사군이 운동치료군과 탄성밴드군보다 높은 수준을 보였고, 반면 전경골근의 %MVIC는 탄성밴드군이 운동치료군보다 낮은 수준을 보였다. 2차 양하지 지지기에서 장요근의 %MVIC는 신장반사군이 운동치료군과 탄성밴드군보다 높은 수준을 보였고, 반면 내측 비복근의 %MVIC는 신장반사군이 운동치료군보다 낮은 수준을 보였다. 결론적으로 신장반사 운동은 운동치료와 탄성밴드를 이용한 근력강화 운동 보다 고관절의 안정성 및 하지 분절의 운동성을 제공하는 주요 근육의 활성도에 효과적인 영향을 미침으로써 임상에서 근 약화로 인한 운동 기능이 제한된 편마비 환자에게 실용적으로 접근할 수 있는 운동방법이라고 판단된다.

• 한국방재학회 논문집
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• 제2권3호
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• pp.119-125
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• 2002

본 논문에서는 사장교 전체구조계의 교축방향에 대해서 주형을 지지하는 방법에 따른 활하중과 지진하중에 의한 주형, 주탑단면력 및 케이블력의 변화를 3차원 수치해석을 통해 검토하였다. 교축방향에 대한 적합한 경계조건의 도입은 주형의 지지점과 주탑의 기초부의 반력뿐만 아니라 주형의 휨모멘트에서 많은 변화를 유도할 수 있다. 수치해석의 예에서, 주형받침의 교축방향 탄성계수값이 약 $1{\times}10^4$tonf/m/bearing인 경계조건과 주형이 주탑부에 고정된 경계조건을 수치해석한 결과, 주탑의 거동은 거의 유사하나, 주탑부의 고정된 경계조건시 크게 발생하는 주형 모멘트를 감소할 수 있는 종방향 탄성계수값(약 $1\{times}10^4$tonf/m/bearing)을 적용하는 것이 최적 지지조건 값이 됨을 알 수 있다. 또한, 주형 지지조건의 종방향 탄성계수값이 $1{\times}10^4$tonf/m/bearing 부근에서 지진하중 재하의 경우 교축방향에 대한 진동 주기가 약 1.4% 더 길어지는 경향을 보인다.

• International Journal of Precision Engineering and Manufacturing
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• 제3권4호
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• pp.54-63
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• 2002

In recent years, mechanical systems such as high speed vehicles and railway trains moving on elastic beam structures have become a very important issue to consider. In this paper, a general approach, which can predict the dynamic behavior of a constrained mechanical system moving on a flexible beam structure, is proposed. Various supporting conditions for the foundation support are considered for the elastic beam structure. The elastic structure is assumed to be a non-uniform and linear Bernoulli-Euler beam with a proportional damping effect. Combined differential-algebraic equation of motion is derived using the multi-body dynamics theory and the finite element method. The proposed equations of motion can be solved numerically using the generalized coordinate partitioning method and predictor-corrector algorithm, which is an implicit multi-step integration method.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제17권1호
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• pp.1-15
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• 2013

In this paper the three dimensional wave propagation in a homogeneous isotropic thermo elastic cylindrical panel embedded in an elastic medium (Winkler model) is investigated in the context of the L-S (Lord-Shulman) theory of generalized thermo elasticity. The analysis is carried out by introducing three displacement functions so that the equations of motion are uncoupled and simplified. A Bessel function solution with complex arguments is then directly used for the case of complex Eigen values. This type of study is important for design of structures in atomic reactors, steam turbines, wave loading on submarine, the impact loading due to superfast train and jets and other devices operating at elevated temperature. In order to illustrate theoretical development, numerical solutions are obtained and presented graphically for a zinc material with the support of MATLAB.