• 제목/요약/키워드: compression fracture

검색결과 589건 처리시간 0.022초

치료용 레이저를 이용한 통증치료 경험 (The Clinical Experiences with Laser Therapy in Pain Patients)

  • 채기영;김해규;김인세
    • The Korean Journal of Pain
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    • 제2권1호
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    • pp.30-35
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    • 1989
  • Two hundred patients with acute and chronic pain were treated with a low power laser and 115 patients among them were divided into several groups by their pathology and evaluated their response rate to the laser therapy was evaluated through follow-up study. 1) The ages of patients were between the early twenties and late sixties, and there was no differences between sexes. 2) Degenerative spondylosis and chronic lumbar sprain were the most common diseases among those patients. 3) The average duration of therapy was about 16 days and response to the therapy appeared from the fourth day of laser therapy. 4) Acute lumbar sprain and acute spinal compression fracture showed rapid response to laser therapy. 5) The spinal pathology group was the most common at 37.5% of cases and the response rate to laser therapy was the lowest at 58.7%. 6) The articular pathology group occupied 24.6% and the response rate was the highest at 81.3%. 7). The response rate of the posttraumatic and postsurgical pathology group was 76.5%. 8) The response rate of the tendinous and sports pathology group was 75%. 9) The response rate of the miscellaneous group was 66.7%. 10) The mean response rate of all patients was 71.6%.

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균열점토의 균열진행에 대한 강섬유의 보강효과 (Effects of Reinforcement of Steel Fibers on the Crack Propagation of Fissured Clays)

  • 유한규
    • 한국지반공학회지:지반
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    • 제10권3호
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    • pp.119-134
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    • 1994
  • 균열점토에 대한 강섬유 사용 가능성을 평가하기 위하여 균열이 있는 보강점토와 비보강점토 시료에 대한 일축압축실험을 실시하였다. 실험결과 강섬유 보강으로 인하여 균열의 시작과 진행에 대한 저항력에 증가하므로써 균열 시작시 응력과 파괴시 극한응력이 증가되었다. 균열의 시작과 진행에 대한 저항력의 증가는 점토시료에서 강섬유에 의한 균열진행의 억제 또는 진행방향의 변경과 관련되어 있음을 알 수 있었다. 파괴역학 이론과 섬유로 보강된 물질에서의 일반미케니즘을 적용하여 실험결과에 대한 이론적인 해석이 이루어졌다. 해석결과 강섬유의 인발작용을 통한 연결효과로 인하여 시료에서 균열의 진행에 대한 저항력이 증가됨을 알 수 있었다. 이론적인 분석에 의하여 예측된 인발력은 인발실험으로 부터 산정된 값과 비교적 잘 일치되었다.

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Deep-beams with indirect supports: numerical modelling and experimental assessment

  • Pimentel, Mario;Cachim, Paulo;Figueiras, Joaquim
    • Computers and Concrete
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    • 제5권2호
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    • pp.117-134
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    • 2008
  • An experimental and numerical research was conducted to gain a deeper insight on the structural behaviour of deep-beams with indirect supports and to assess the size effects in the ultimate state behaviour. The experimental campaign focused on the influence of the reinforcement tie distribution height on the compression check of the support region and on the benefits of using unbonded prestressing steel. Three reduced scale specimens were tested and used to validate the results obtained with a nonlinear finite element model. As a good agreement could be found between the numerical and the experimental results, the numerical model was then further used to perform simulations in large scale deep-beams, with dimensions similar to the ones to be adopted in a practical case. Two sources of size effects were identified from the simulation results. Both sources are related to the concrete quasi-brittle behaviour and are responsible for increasing failure brittleness with increasing structural size. While in the laboratory models failure occurred both in the experimental tests as well as in the numerical simulations after reinforcement yielding, the numerically analysed large scale models exhibited shear failures with reinforcement still operating in the elastic range.

Structural coupling mechanism of high strength steel and mild steel under multiaxial cyclic loading

  • Javidan, Fatemeh;Heidarpour, Amin;Zhao, Xiao-Ling;Al-Mahaidi, Riadh
    • Steel and Composite Structures
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    • 제27권2호
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    • pp.229-242
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    • 2018
  • High strength steel is widely used in industrial applications to improve the load-bearing capacity and reduce the overall weight and cost. To take advantage of the benefits of this type of steel in construction, an innovative hybrid fabricated member consisting of high strength steel tubes welded to mild steel plates has recently been developed. Component-scale uniaxial and multiaxial cyclic experiments have been conducted with simultaneous constant or varying axial compression loads using a multi-axial substructure testing facility. The structural interaction of high strength steel tubes with mild steel plates is investigated in terms of member capacity, strength and stiffness deterioration and the development of plastic hinges. The deterioration parameters of hybrid specimens are calibrated and compared against those of conventional steel specimens. Effect of varying axial force and loading direction on the hysteretic deterioration model, failure modes and axial shortening is also studied. Plate and tube elements in hybrid members interact such that the high strength steel is kept within its ultimate strain range to prevent sudden fracture due to its low ultimate to yield strain ratio while the ductile performance of plate governs the global failure mechanism. High strength material also significantly reduces the axial shortening in columns which prevents undesirable frame deformations.

축 압궤하중을 받는 Gr/E 복합재 튜브의 에너지 흡수특성 (The Absorbed Energy Characteristics of Gr/E Composite Tubes under Axial Collapse Load)

  • 양현수;김영남;최흥환
    • 대한안전경영과학회지
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    • 제4권2호
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    • pp.189-197
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    • 2002
  • Composites have wide applications in aerospace vehicles and automobiles because of the inherent flexibility in their design lot improved material properties. Composite tubes in particular, are potential candidates for their use as energy absorbing elements in crashworthiness applications due to their high specific energy absorbing capacity and the stroke efficiency. Their failure mechanism however is highly complicated and rather difficult to analyze. This includes fracture in fibers, in the matrix and in the fiber-matrix interface in tension, compression and shear. The purpose of this study is to investigate the energy absorption characteristics of Gr/E(Graphite/Epoxy) tubes on static and impact tests. The collapse characteristics and energy absorption of a variety of tubes have been examined. Changes in the lay-up which increased the modulus increased the energy absorption of the tubes. Based on the test results, the following remarks can be made: Among CA15, CA00 and CA90 curves the CA90 tube exhibits the highest crush load throughout the whole crush process, and max load increases as interlaminar number increase. Among all the tubes type CC90 has the largest specific crushing stress of 52.60 kJ/kg which is much larger than other tubes.

TiC-Nb 소결 복합재료의 연성-취성 천이 특성 (Ductile-Brittle Transition Property of Sintered TiC-Nb Composites)

  • 신순기
    • 한국재료학회지
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    • 제24권1호
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    • pp.13-18
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    • 2014
  • In order to clarify the effect of Nb addition on the ductile-brittle transition property of sintered TiC, TiC-10 mol% Nb composites were researched using a three-point bending test at temperatures from room temperature to 2020 K, and the fracture surface was observed by scanning electron microscopy. It was found that the Nb addition decreases the ductile-brittle transition temperature of sintered TiC by 300 K and increases the ductility. The room temperature bending strength was maintained at up to 1800 K, but drastically dropped at higher temperatures in pure TiC. The strength increased moderately to a value of 320MPa at 1600 K in TiC-10 mol% Nb composites, which is 40% of the room temperature strength. Pores were observed in both the grains and the grain boundaries. It can be seen that, as Nb was added, the size of the grain decreased. The ductile-brittle transition temperature in TiC-10 mol% Nb composites was determined to be 1550 K. Above 1970 K, yieldpoint behavior was observed. When the grain boundary and cleavage strengths exceed the yield strength, plastic deformation is observed at about the same stress level in bending as in compression. The effect of Nb addition is discussed from the viewpoint of ability for plastic deformation.

貫通노치를 가진 二相接合材의 龜裂發생에 대한 硏究 (A Study on Crack Initiation of 2-Phase Composite with Through Notch)

  • 박정도;최선호
    • 대한기계학회논문집
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    • 제13권4호
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    • pp.636-642
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    • 1989
  • 본 논문은 복합재의 3차원 파괴거동에 대한 기초 연구의 하나로, 탄성 계수가 서로 다른 물체로 구성된 2상접합재에서 군열선단의 국소영역에서의 3차원적인 파괴거동을 위의 매입격자법을 적용하여 균열선단의 3차원적인 변형율 분포상태와 노치로부터의 군열발생점 및 그 진행 방향과의 상관 관계를 살펴보았다.

ENERGY ABSORPTION CHARACTERISTICS IN SQUARE OR CIRCULAR SHAPED ALUMINUM/CFRP COMPOUND TUBES UNDER AXIAL COMPRESSION

  • CHA C. S.;LEE K. S.;CHUNG J. O.;MIN H. K.;PYEON S. B.;YANG I. Y.
    • International Journal of Automotive Technology
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    • 제6권5호
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    • pp.501-506
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    • 2005
  • With the respective collapse characteristics of aluminum and CFRP (Carbon Fiber Reinforced Plastics) tubes in mind, axial collapse tests were performed for aluminum/CFRP compound tubes, which are composed of square or circular shaped aluminum tubes wrapped with CFRP outside. In this study, the collapse modes and the energy absorption characteristics were analyzed for aluminum/CFRP compound tubes which have different fiber orientation angle of CFRP. Fracture modes in the aluminum/CFRP compound tubes were rather stable than those in the CFRP tubes alone, probably due to the ductile nature of the inner aluminum tubes. The absorbed energy per unit volume of the aluminum or the aluminum/CFRP compound tubes was higher than that of CFRP tubes. Meanwhile, the absorbed energy per unit mass, for the light-weight design aspect was higher in the aluminum/CFRP compound tubes than in the aluminum tubes or the CFRP tubes. The energy absorption turned out to be higher in circular tubes than in square tubes. Beside the collapse modes and the energy absorption characteristics were influenced by the orientation angle, and the compound tubes took the most effective energy absorption when the fiber orientation angle of CFRP was 90 degrees.

보리전분젤의 역학적 성질 (Mechanical Properties of Barley Starch Gels)

  • 이신영;김광중;이상규
    • 한국식품과학회지
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    • 제18권3호
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    • pp.215-220
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    • 1986
  • 리오메타 또는 회전점도계를 사용하여 $9{\sim}30%$ 쌀보리와 겉보리전분 젤의 역학적 성질을 조사하였다. 20 및 30% 보리전분젤의 압축파괴특성은 $0{\sim}2\;kg$의 하중하에서 탄성, 소성 및 파괴의 3영역을 포함한 변형을 나타내었다. 압축응력완화 곡선은 시료전분젤의 점탄성이 2개의 Maxwell 모형을 병렬로 연결한 4요소역학 모형으로 설명할 수 있음을 보였다. 또 9% 전분젤에 대한 정상전단하의 응력완화는 선형점탄성 이론으로 설명할 수 있었으며 이들 응력완화과정은 전분젤의 구조에 미치는 온도 또는 첨가제영향의 검토에 유효한 것으로 시사되었다.

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Effectiveness of steel fibers in ultra-high-performance fiber-reinforced concrete construction

  • Dadmand, Behrooz;Pourbaba, Masoud;Sadaghian, Hamed;Mirmiran, Amir
    • Advances in concrete construction
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    • 제10권3호
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    • pp.195-209
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    • 2020
  • This study investigates the behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) with hybrid macro-micro steel and macro steel-polypropylene (PP) fibers. Compression, direct and indirect tension tests were carried out on cubic and cylindrical, dogbone and prismatic specimens, respectively. Three types of macro steel fibers, i.e., round crimped (RC), crimped (C), and hooked (H) were combined with micro steel (MS) and PP fibers in overall ratios of 2% by volume. Additionally, numerical analyses were performed to validate the test results. Parameters studied included, fracture energy, tensile strength, compressive strength, flexural strength, and residual strength. Tests showed that replacing PP fibers with MS significantly improves all parameters particularly flexural strength (17.38 MPa compared to 37.71 MPa). Additionally, the adopted numerical approach successfully captured the flexural load-deflection response of experimental beams. Lastly, the proposed regression model for the flexural load-deflection curve compared very well with experimental results, as evidenced by its coefficient of correlation (R2) of over 0.90.