• 제목/요약/키워드: Strengthening

검색결과 5,205건 처리시간 0.027초

하지 근력 강화 운동이 퇴행성 슬관절염 환자의 동요 면적에 미치는 영향 (Influence of Lower Extremity Strengthening Exercise on Sway Area of Knee Osteoarthritis)

  • 장원석;배성수;주무열;박흥기;김근조
    • 대한물리의학회지
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    • 제1권1호
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    • pp.13-21
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    • 2006
  • Purpose : The main purpose of this study was to investigate the influence of muscle strengthening exercise on balance ability of knee osteoarthritis. The subject were consisted of 30 women patients with knee osteoarthritis. Method : The strengthening exercise group with modality treatment. The strengthening exercise for 40 minutes per day and three times a week during 6 weeks period. Short Form McGill Pain Questionnaire(SFMPQ) was used to measure patient's pain level. Patient Specific Functional Scale(PSFS) was used to measure patient's functional disability level. BPM was used to measure sway area. Global Perceived Effect Scale(GPES) was used to measure recovery or worse of patient's condition. Results : 1. SFMPQ was muscle strengthening exercise showed significantly decreased more than before treatment(p<.05). 2. PSFS was muscle strengthening exercise showed significantly increased more than before treatment (p<.05). 3. Sway area was muscle strengthening exercise showed significantly limited area more than before treatment(p<.05). 4. GPES was muscle strengthening exercise showed significantly increased more than before treatment(p<.05). Conclusion : This study will be used as exercise method of patient with osteoarhtritis.

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이 방향 탄소섬유 스트립을 사용하여 보강된 콘크리트 보의 거동에 대한 연구 (Performance of Reinforced Concrete Beams Strengthened with Bi-directional CFRP Strips)

  • 김창혁
    • 한국구조물진단유지관리공학회 논문집
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    • 제22권6호
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    • pp.30-36
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    • 2018
  • 기존 콘크리트 구조물의 노후화 또는 지진과 같은 외부 하중에 의하여 구조물의 구조 성능이 저하되기 때문에, 기존 건물의 보수 및 보강 연구는 중요하다. 외부부착 탄소섬유 보강 공법과 같은 효율적인 보수 공법을 사용하면 경제적으로 콘크리트 구조물의 구조 성능을 높일 수 있다. 따라서 외부부착 탄소섬유를 사용한 콘크리트 부재의 실험 연구는 많이 진행되었다. 특히, 콘크리트 보를 사용한 전단 보강에 관한 연구는 탄소섬유의 양, 부착 각도, 스트립의 폭, 그리고 재료간의 상호작용에 관한 것이었다. 하지만 선행된 연구에 비하여 탄소섬유의 이 방향 레이아웃에 관한 다양한 변수 연구는 부족한 상황이다. 따라서 이 연구에서는 이 방향 레이아웃 외부부착 탄소섬유 공법을 사용하여 콘크리트 보의 전단보강 효과를 검증하였다. 이 방향 레이아웃의 보강 효과는 스터럽과의 전단 기여도, 실험체의 전단 거동과 보강 시점에 따른 최대 내력의 비교를 통하여 이루어졌다.

Flexural performance of wooden beams strengthened by composite plate

  • Tahar, Hassaine Daouadji;Abderezak, Rabahi;Rabia, Benferhat
    • Structural Monitoring and Maintenance
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    • 제7권3호
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    • pp.233-259
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    • 2020
  • Using bonded fiber-reinforced polymer laminates for strengthening wooden structural members has been shown to be an effective and economical method. In this research, properties of suitable composite materials (sika wrap), adhesives and two ways of strengthening beams exposed to bending moment are presented. Passive or slack reinforcement is one way of strengthening. The most effective way of such a strengthening was to place reinforcement laminates in the stretched part of the wooden beam (lower part in our case), in order to investigate the effectiveness of externally bonding FRP to their soffits. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, i.e., the wooden beam, the sika wrap composite plate and the adhesive layer. The theoretical predictions are compared with other existing solutions. This research is helpful for the understanding on mechanical behaviour of the interface and design of the composite-wooden hybrid structures. The results showed that the use of the new strengthening system enhances the performance of the wooden beam when compared with the traditional strengthening system.

흉추 자가관절가동술과 근력강화운동이 흉추 후만이 증가된 젊은 성인의 전방머리자세에 미치는 효과 (A Comparison of the Effects of Self-mobilization and Strengthening Exercise of the Thoracic Region in Young Adults with Thoracic Hyperkyphosis)

  • 송정은;김선엽;장현정
    • 대한정형도수물리치료학회지
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    • 제19권2호
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    • pp.11-18
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    • 2013
  • Background: The objective of this study was to compare the efficacies of thoracic self-mobilization and strengthening exercise in young adults with thoracic hyperkyphosis. Methods: The subjects were 30 young adults (11 males, 19 females) with thoracic hyperkyphosis. They were randomly assigned to one of three groups: thoracic self-mobilization, thoracic strengthening exercise, and control group. The thoracic self-mobilization group performed active dynamic exercises, which included thoracic extension and rotation in supine and standing positions. The strengthening exercise group performed resistance exercises involving the back extensor muscle, with an elastic band and dumbbells. The outcome measures were the thoracic kyphosis angle and forward head posture (craniovertebral angle [CVA] and cranial rotation angle [CRA]). Results: Compared with the baseline values, the thoracic kyphosis angle had decreased while the CVA had increased in both training groups (p<.05), but the CRA was significantly decreased in only the strengthening exercise group. Thoracic self mobilization reduced kyphosis and improved CVA, while thoracic strengthening exercise reduced kyphosis and improved CVA and CRA. Conclusion: This study suggests a promising exercise intervention that can improve posture in young adults with thoracic hyperkyphosis.

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채널형 FRP빔으로 보강된 RC보의 전단거동에 관한 실험적 연구 (Experimental Study for Shear Behavior of RC Beam Strengthened with Channel-type FRP Beam)

  • 홍기남
    • 한국안전학회지
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    • 제24권3호
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    • pp.39-46
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    • 2009
  • A recent and promising method for shear strengthening of reinforced concrete(RC) members is the use of near surface mounted(NSM) fiber reinforced polymer(FRP) reinforcement. In the NSM method, the reinforcement is embedded in grooves cut onto the surface of the member to be strengthened and filled with an appropriate binding agent such as epoxy paste or cement grout. This paper illustrates a research program on shear strengthening of RC beams with NSM channel-type FRP beams which is developed in this study. The objective of this study is to clarify the role of channel-type FRP beam embedded to the beam web for shear strengthening of reinforced concrete beams. Included in the study are effectiveness in terms of spacing and angle of channel-type FRP beams, strengthening method, and shear span ratio. the study also aims to understand the additional shear capacity due to glass fiber reinforced polymer beams and carbon reinforced polymer beams. And anther objective is to study the failure modes, shear strengthening effect on ultimate force and load deflection behavior of RC beams embedded with channel-type FRP beams on the shear region of the beams.

CFRP strengthening of steel columns subjected to eccentric compression loading

  • Keykha, Amir Hamzeh
    • Steel and Composite Structures
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    • 제23권1호
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    • pp.87-94
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    • 2017
  • Steel structures often require strengthening due to the increasing life loads, or repair caused by corrosion or fatigue cracking. Carbon Fiber Reinforced Polymers (CFRP) is one of the materials used to strengthen steel structures. Most studies on strengthening steel structures have been carried out on steel beams and steel columns under centric compression load. No independent article, to the author's knowledge, has studied the effect of CFRP strengthening on steel columns under eccentric compression load, and it seems that there is a lack of understanding on behavior of CFRP strengthening on steel columns under eccentric compression load. However, this study explored the use of adhesively bonded CFRP flexible sheets on retrofitting square hollow section (SHS) steel columns under the eccentric compression load, using numerical investigations. Finite Element Method (FEM) was employed for modeling. To determine ultimate load of SHS steel columns, eight specimens with two types of section (Type A and B), strengthened using CFRP sheets, were analyzed under different coverage lengths, the number of layers, and the location of CFRP composites. Two specimens were analyzed without strengthening (control) to determine the increasing rate of the ultimate load in strengthened steel columns. ANSYS was used to analyze the SHS steel columns. The results showed that the CFRP composite had no similar effect on the slender and stocky SHS steel columns. The results also showed that the coverage length, the number of layers, and the location of CFRP composites were effective in increasing the ultimate load of the SHS steel columns.

청소년기 경직형 뇌성마비아동의 체간강화 운동이 척추분절 및 보행에 미치는 영향 (The Effects of Trunk Strengthening Program in Gait and Spinal Segment with Spastic Cerebral Palsy)

  • 이연섭;남택길
    • 대한물리치료과학회지
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    • 제19권1호
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    • pp.1-7
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    • 2012
  • Purpose : This study aims to examine effects of trunk strengthening exercise in three rigid cerebral palsy adolescents aged between 11 and 13 on their spinal segments and gait. Methods : 2A trunk strengthening program for proprioceptive neuromuscular facilitation was made focusing on improvement in their school life and mental and social activities during their school years, and then trunk strengthening exercise was applied to the three subjects for 30 minutes five times per week for four weeks. With the subjects in a static state, each group's gait analysis was made and maximum anterior flexion, maximum extension, maximum left and right lateral flexion, and cross rotation of the trunk were measured using Sonosens (Germany) prior to and after the intervention. Results : Assessment of spinal segment mobility with the subjects in a static state showed that the trunk muscle strengthening exercise increased their maximum joint movement angles from the right side to the center and rotational abilities of the cervical and lumbar spines. Gait analysis indicated increased movements in the thoracic and lumbar spines and relatively decreased anterior-posterior movement of the cervical spine. Conclusion : Trunk strengthening program is effective in enhancing spinal segment mobility and balance ability of cerebral palsy adolescents and considered able to be used together with diverse treatment interventions.

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메틸셀룰로오스에 의한 탈랍지의 강도보강처리 - 메틸셀룰오스 점도 및 도포율의 영향 - (Strengthening of De-waxed Paper by Methyl Cellulose (MC) and Its Preservability - Effect of Viscosity and Coating Ratio of MC -)

  • 최경화;정혜영;조병욱
    • 펄프종이기술
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    • 제47권6호
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    • pp.130-138
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    • 2015
  • This study was conducted to investigate the effect of the strengthening treatment of methyl cellulose (MC) on properties and aging characteristics of the dewaxed papers during humid heating aging. Beeswax-treated Hanji was dewaxed by the supercritical fluid extraction method, and subsequently the strengthening treatment was performed with MCs having three different viscosities. MC was first applied by dipping a dewaxed paper into a MC solution whose concentration was controlled from 0.5% to 1.5%. After the strengthened papers were artificially aged at $80^{\circ}C$ and 65% RH, the changes in optical and mechanical properties of the samples were evaluated. The results show that viscosity and especially pick-up of MC influenced the strengthening efficiency and aging characteristics of dewaxed paper. Strength was increased with the MC coating weight; in addition, strengthening with MC improved preservability of the dewaxed paper. The optimum conditions for the strengthening with MC was found to be the coating ratio of 4% with 1500 cP MC.

${\mu}$-GA에 의한 RC 중공슬래브교의 최적보강 (Optimal strengthening in RC Hollow Slab Bridges using ${\mu}$-GA)

  • 최세휴;박경식
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권4호
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    • pp.169-178
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    • 2010
  • 본 연구에서는 RC 중공슬래브교의 내하력을 향상시키기 위한 외부 프리스트레싱을 이용한 보강에 있어서 마이크로 유전알고리즘(${\mu}$-GA)을 이용한 최적보강방법을 제시하였다. 최적보강을 위한 보강 유형으로 Queen-post 유형과 King-post 유형이 고려되었다. 마이크로 유전알고리즘을 이용하여 RC 중공슬래브교의 최적보강을 위한 보강 유형과 편향재, 긴장재 면적, 필요한 앵커 개수 등을 산정 하였다. 목적함수는 보강에 사용된 긴장재와 강재비용을 무차원화하여 구성하였으며, 제약조건은 교량과 앵커설계를 위한 시방서 내용을 고려하여 형성하였다. RC 중공슬래브교의 보강설계를 실시한 후 그 결과를 분석하여 제안된 방법의 타당성을 제시하였다.

발목관절 강화운동이 낙상경험이 있는 노인의 통증, 관절가동범위, 균형능력에 미치는 효과 (The Effect of Ankle Strengthening Exercise who Old Man Have fall Down Experience on Pain, ROM and Balance Ability)

  • 안목
    • 대한물리치료과학회지
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    • 제18권3호
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    • pp.79-86
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    • 2011
  • Background : The purpose of this study was to investigate on the ankle pain, Range of Motion(ROM) and balance ability with old man have fall down experience used to ankle strengthening exercise for 6 weeks. We introduced ankle strengthening exercise in this study in order to recover the pain, ankle ROM and balance ability. Methods : Twenty-four old mans have fall down experience were included for the study. Among them, twelve old mans(experimental group) were ankle strengthening exercise and physical science methods(H/P, TENS, U/S), another twelve old mans(control group) were treated by physical science methods(H/P, TENS, U/S). Each group made use of Visual Analogue Scale(VAS) to pain and goniometer to ankle ROM and Berg Balance Test(BBS) to balance ability to compare the possible changes of pain, ROM and balance ability in two groups after treatment. Results : In experimental group, pain reduced, ankle ROM has increased in dorsi-flexion, plantar-flexion and balance ability has increased for 6 weeks. In control group, pain reduced, ankle ROM has not changed in dorsi-flextion, plantar-flextion and balance ability has not changed for 6 weeks. Conclusion : According to the results, we concluded that ankle strengthening exercise for 6 weeks is effective for reducing pain and increasing ankle ROM and balance ability. Therefore, we thought the old man have fall dawn experience need ankle strengthening exercise for prevention repeatedly fall down.

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