• Title/Summary/Keyword: strength index

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Effects of the Visual Analog Scale and Knee Function Index on the Muscle Strength and Muscle Endurance of the Knees of Male National Field-Hockey Athletes (국가대표 남자 필드하키 선수들의 무릎의 시각적 상사 척도와 무릎 기능평가가 무릎의 근력 및 근지구력에 미치는 영향)

  • Kim, Hyun-Chul;Park, Ki-Jun
    • Journal of the Korean Society of Physical Medicine
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    • v.16 no.1
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    • pp.103-109
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    • 2021
  • PURPOSE: This study examined the effects of the Visual Analog Scale (VAS) and knee function index on the knee strength and endurance in the national male field-hockey athletes. METHODS: Twenty-four male field-hockey athletes with a painful knee who trained at the national training center in 2019 were enrolled. The VAS and knee function index questionnaire were used to evaluate the degree of pain and functional state of the knee. The muscle strength and endurance of the knee were measured by Biodex (System 4, USA). The Pearson product moment correlation was performed to examine the effects of the VAS and knee function index the of knee on the strength and endurance. In addition, the VAS and knee function index and muscle strength and muscle endurance were examined to determine the relationship using Simple Linear Regression. The statistical significance level was α=.05. RESULTS: An analysis of the correlation between VAS and knee function index and muscle strength and muscle endurance revealed the VAS and knee function index to be statistically significant (r = .700). In addition, the extensor muscle strength, knee VAS (r = -.457), and knee function index (r = -.414) were also statistically significant. A 1-point increase in the VAS and knee function index was associated with an approximately 9.881 and 1.006 extensor muscle strength. CONCLUSION: The VAS and knee function index of field-hockey athletes are related to the strength of the knee extensors. Therefore, field-hockey athletes should develop a program to strengthen the extensor muscle strength of the knee.

A Study on Comparison and Evaluation of various Strength in Seoul Granite (서울화강암의 암석강도 측정치의 비교 평가 연구)

  • 윤지선;김두영;정흥모
    • Tunnel and Underground Space
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    • v.5 no.2
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    • pp.144-154
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    • 1995
  • In this paper, we make a study on comparison and evaluation of the seoul granite properties, which are unit weight, uniaxial compressive strength, Brazilian tensile strength and, point load strength. The typical result are as follow- 1. From the measured value of point load strength anisotropy index, the seoul granite is considered to be homogeneous. 2. There is a linear relationship between uniaxial compressive strength and size corrected point load strength index. 3. Brazilian tensile strength and size corrected point load strength index are closely tied together.

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Characteristics of Physical Properties of Rocks and Their Mutual Relations (암석의 종류와 방향에 따른 물리적 특성과 상호관계)

  • 원연호;강추원;김종인;박현식
    • Tunnel and Underground Space
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    • v.14 no.4
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    • pp.261-268
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    • 2004
  • The main objectives of this study are to investigate the anisotropic characteristics of rocks and to evaluate the relationships between physical properties. A series of experiments were performed in three mutually perpendicular directions for three rock types, which are granite, granitic gneiss and limestone. The relationships of measured physical properties were evaluated. The results of ultrasonic wave velocity measurement show that granite of three rock types gives the largest directional difference, and that the wave velocity in a plane parallel to a transversely isotropic one is dominantly faster than that in a subvertical or vertical plane. It implies that ultrasonic wave velocity for rock could be used as a useful tool for estimating the degree of anisotropy. The ratio of uniaxial compressive strength to Brazilian tensile strength ranges approximately from 13 to 16 for granite. from 8 to 9 for granite gneiss, and from 9 to 18 for limestone. The directional differences for granite and granitic gneiss are very small, and on the other hand, is relatively large for limestone. It is suggested that strength of rock makes quite difference depending on the rock types and loading directions, especially for the anisotropic rocks such as transversely isotropic or orthotropic rocks. The ratio of uniaxial compressive strength to point load strength index ranges from 18 to 20 for granite, from 17 to 19 for granitic gneiss, and from 21 to 24 for limestone. These results show that point load strength index makes also a difference depending on rock types and directions. Therefore. it should be noted that the ratio of uniaxial compressive strength to point load strength index could be applied to all rock types. Uniaxial compressive strength shows relatively good relationship with point load strength index, Schmidt hammer rebound value, and tensile strength. In particulat, point load strength index is shown to be the best comparative relationship. It is indicated that point load test is the most useful tool to estimate an uniaxial compressive strength indirectly.

Evaluation Technique of Concrete Strength Using Impact-Resonance and Combined Method (충격공진법 및 복합법을 이용한 콘크리트의 강도 평가 기법)

  • 이광명;이회근;김동수;김지상
    • Journal of the Korea Concrete Institute
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    • v.11 no.4
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    • pp.157-167
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    • 1999
  • Among several non-destructive testing methods, ultrasonic pulse velocity method and rebound index method have been widely used for the evaluation of concrete strength. However, such methods might not provide accurate estimated results since factors influencing the relationship between strength and either ultrasonic pulse velocity or rebound index are not considered. In this paper, the evaluation method of concrete strength using rod-wave velocity measured by impact-resonance method is proposed. A basic equation is obtained by the linear regression of velocity vs, strength data at specific age and then, aging factor is employed in the equation to consider the difference of the increasing rate between wave velocity and strength. Strengths predicted by the proposed equation agree well with test results. Furthermore, the combined method of rod-wave velocity and rebound index is proposed.

Effect of Rehabilitation Exercise Program with Motion Taping on Pain, Muscle Strength, and WOMAC Index in 50s Middle Aged Women with Osteoarthritis of the Knee Joint (모션테이핑을 적용한 재활운동 프로그램이 무릎 골관절염을 가진 50대 중년여성의 통증, 근력, WOMAC index에 미치는 영향 )

  • Min-Kyu, Kim;Yong-Ho, Cho
    • Journal of the Korean Society of Physical Medicine
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    • v.17 no.4
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    • pp.85-92
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    • 2022
  • PURPOSE: This study examined the effects of motion taping during combined lower extremity exercise application on pain, ROM, muscle strength, and WOMAC index in middle-aged women with osteoarthritis of the knee joint METHODS: The subjects were 26 middle-aged women with osteoarthritis in the knee joint. Twenty-six subjects were divided into two groups. Each group contained 13 subjects. Three subjects dropped out in the middle of the experiment. The intervention was six weeks, three times a week. The control group performed traditional physical therapy and lower extremity exercise. The experimental group was motion taping applied to the lower extremity exercise. The measurement factors were knee joint pain, quadriceps muscle strength, and WOMAC index. The pain was measured using the numeric pain scale instrument (NPSI). The quadriceps strength was measured using the 1RM method. RESULTS: In both groups, pain, muscle strength, and WOMAC index showed significant improvement according to the intervention (p < .05). In comparison between groups of the change values pre-post intervention, pain and WOMAC index showed statistically significant differences between the two groups. On the other hand, there was no difference in strength between the two groups. CONCLUSION: When performing a rehabilitation exercise program for middle-aged women with osteoarthritis of the knee, motion taping has a positive effect on pain and the WOMAC index.

The Investigation compared with Productivity and Properties on American Cotton and Korean Cotton (미국면과 한국면의 생산량 및 특성 비교)

  • Lee, Kwang-Woo
    • Fashion & Textile Research Journal
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    • v.1 no.3
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    • pp.275-279
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    • 1999
  • The purpose of this study was to investigate a specific character on products of Korean cotton and American cotton with cultivated in sangju city, Korea. The results of this study were as follows: Productivity of American cotton was nine times higher than those of Korean cotton. Spinning coefficient index (SCI: 140), strength (32.6 g/tex), fiber length (1.12 inch), uniformity index (83.4%), short fiber index (6.4), color grade (21) of American cotton was superior than SCI (122), strength (27.7 g/tex), fiber length (1.02 inch), uniformity index(81.1 %), short fiber index (10.6), color grade (23) of Korean cotton. Microaire (3.5), elongation (6.9%) of Korean cotton was superior than American cotton.

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A Proposal of Flow Limit for Soils at Zero Undrained Shear Strength (흙의 비배수전단강도가 0이 되는 함수비인 흐름한계의 제안)

  • Park, Sung-Sik;Nong, Zhenzhen
    • Journal of the Korean Geotechnical Society
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    • v.29 no.11
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    • pp.73-84
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    • 2013
  • When a slope failure or a debris flow occurs, a shear strength on failure plane becomes nearly zero and soil begins to flow like a non-cohesive liquid. A consistency of cohesive soils changes as a water content increases. Even a cohesive soil existing at liquid limit state has a small amount of shear strength. In this study, a water content, at which a shear strength of cohesive soils is zero and then cohesive soils will start to flow, was proposed. Three types of clays (kaolinite, bentonite and kaolinite (50%)+bentonite (50%)) were mixed with three different solutions (distilled water, sea water and microbial solution) at liquid limit state and then their water contents were increased step by step. Then, their undrained shear strength was measured using a portable vane shear device called Torvane. The ranges of undrained shear strength at liquid and plastic limits are 3.6-9.2 kPa and 24-45 kPa, respectively. On the other hand, the water content that corresponds to the value of the undrained shear strength changing most rapidly is called flow water content. The flow limit refers to the water content when undrained shear strength of cohesive soils is zero. In order to investigate the relationship between liquid limit and flow limit, the cohesive index was defined as a value of the difference between flow limit and liquid limit. The new plasticity index was defined as the value of difference between flow limit and plastic limit. The new liquidity index was also defined using flow limit. The values of flow limit are 1.5-2 times higher than those of liquid limit. At the same time, the values of new plasticity index are 2-5.5 times higher than those of original plasticity index.

A new strength model for the high-performance fiber reinforced concrete

  • Ramadoss, P.;Nagamani, K.
    • Computers and Concrete
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    • v.5 no.1
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    • pp.21-36
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    • 2008
  • Steel fiber reinforced concrete is increasingly used day by day in various structural applications. An extensive experimentation was carried out with w/cm ratio ranging from 0.25 to 0.40, and fiber content ranging from zero to1.5 percent by volume with an aspect ratio of 80 and silica fume replacement at 5%, 10% and 15%. The influence of steel fiber content in terms of fiber reinforcing index on the compressive strength of high-performance fiber reinforced concrete (HPFRC) with strength ranging from 45 85 MPa is presented. Based on the test results, equations are proposed using statistical methods to predict 28-day strength of HPFRC effecting the fiber addition in terms of fiber reinforcing index. A strength model proposed by modifying the mix design procedure, can utilize the optimum water content and efficiency factor of pozzolan. To examine the validity of the proposed strength model, the experimental results were compared with the values predicted by the model and the absolute variation obtained was within 5 percent.

Study on the Correlation Between the Imbalance of Muscle Strength and the Score of EMG-Biofeedback Game at Ankle Joint in Healthy Adults

  • Ko, Yu-Min;Park, Seol;Lim, Chang-Hun;Lee, Woo-Jin;Park, Ji-Won
    • The Journal of Korean Physical Therapy
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    • v.27 no.6
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    • pp.386-391
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    • 2015
  • Purpose: This study investigated whether the strength imbalance between two muscles can affect the score of EMG based biofeedback game, and whether the EMG based biofeedback game score can be used as predictable indicator of the degree of muscle balance alternating the conventional strength measuring equipment. Methods: 40 participated in this study. Biodex was used to measure the peak torque/weight in order to calculate the muscle strength balance index between plantar flexor and dorsiflexor of ankle joint. And muscle balance index (MBI) was calculated. The EMG biofeedback game scores of dorsiflexor and plantar flexor were acquired, so that the EMG electrodes were attached at tibialis anterior and gastrocnemius. The relationship between the game score and the muscle balance index were analyzed. Results: There was negative correlation between the muscle balance index between plantar flexor and dorsiflexor and the peak torque/weight of plantar flexor (r=-0.70). And there was negative correlation between the muscle balance index between plantar flexor and dorsiflexor and the game score of plantar flexor (r=-0.83). Conclusion: The EMG biofeedback game score had significant relationship with muscle imbalance at ankle joint, so it seems that the game score can be used for predicting the degree of muscle imbalance as a parameter.

The correlation of Oswestry Disability Index and Hendler 10-Minute Screening Test in the patient of low back pain about pain strength (요통(low back pain) 환자의 통증강도와 Oswestry의 요통 장애 지수, Hendler의 10분 판별검사간 상관성에 관한 연구)

  • Kim, Soon-Ja
    • Journal of Korean Physical Therapy Science
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    • v.6 no.4
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    • pp.221-227
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    • 1999
  • This study is about the correlation of pain strength between Oswestry Disability Index and Hendler 10-Minute Screening Test in the patient of low back pain. The subject were 66, in and out patient who had recieved physical therapy on low back pain in several hospitals at Seoul and Kyungkido. during July 5.-August 27. 1999 1. The average score of Oswestry Disability Index was $24.06{\pm}8.16$ and that of Hendler 10-Minute Screening Test was $24.82{\pm}4.31$. 2. The Pearson's R score between each questionnaires of Oswestry Disability Index and pain strength was .5692. p<0.0001. So it is very high. But, that between each questionnaires of Hendler 10-Minute Screening Test and pain strength was not significant.. 2261 p<0.05 3. The Pearson's R score between Pain strength of Oswestry and person care was .3391, sex life was .3756, social life was .4637 (p<0.005) and that between Pain factor of Hendler, pain area of Hendler and sleeping(4358), sex(.6198), position change(2767), (p<0.005). So it is significant. 4. The categories where we could see the correlation between Pain strenth of Oswestry and Hendler each questionnaires were sleeping(.3222), sex(5524), position change(4291). (p<0.005).

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