• 제목/요약/키워드: Stress fracture

검색결과 2,427건 처리시간 0.031초

Early Stress Fracture of the Pelvic Ring Following Proximal Extension of an Instrumented Lumbosacral Fusion to Treat Junctional Kyphosis

  • Kim, Won-Joong;Lee, Sang-Ho;Shin, Song-Woo
    • Journal of Korean Neurosurgical Society
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    • 제38권1호
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    • pp.77-79
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    • 2005
  • We report a case of early stress fracture of the pelvic ring following an extension of a multilevel instrumented lumbosacral fusion in an osteopenic female. Surgeons should be aware of possibilities of pelvic complications in osteopenic patients with lumbosacral arthrodesis and should take care when harvesting iliac bone graft.

Stress Fracture after Arthroscopic Lesser Trochanter Resection: Diagnosis and Therapy

  • Matthieu Baert;Maxence Vandekerckhove;Jan Vanlommel
    • Hip & pelvis
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    • 제36권1호
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    • pp.70-75
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    • 2024
  • We report on the case of a 52-year-old female who presented with a stress fracture after undergoing an endoscopic resection of the lesser trochanter in ischiofemoral impingement, which was resistant to maximal conservative treatment. To the best of our knowledge, this complication has not been previously described. Non-weight-bearing and intravenous alendronic acid were prescribed for management. No additional surgery was required. The patient was pain free with the ability to perform sports on the same level as before and had no complaints.

횡충격하중을 받는 빙해선박 구조물의 파단에 관한 연구 (On the Fracture of Polar Class Vessel Structures Subjected to Lateral Impact Loads)

  • 민덕기;조상래
    • 대한조선학회논문집
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    • 제49권4호
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    • pp.281-286
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    • 2012
  • Single frame structures with notches were fractured by applying drop impact loadings at room temperature and low temperature. Johnson-Cook shear failure model has been employed to simulate the fractured single frame structures. Through several numerical analyses, material constants for Johnson-Cook shear failure model have been found producing the cracks resulted from experiments. Fracture strain-stress triaxiality curves at both room temperature and low temperature are presented based on the extracted material constants. It is expected that the fracture strain-stress triaxiality curves can offer objective fracture criteria for the assessment of structural fractures of polar class vessel structures fabricated from DH36 steels. The fracture experiments of single frame structures revealed that the structure on low temperature condition fractures at much lower strain than that on room temperature condition despite the same stress states at both temperatures. In conclusion, the material properties on low temperature condition are essential to estimate the fracture characteristics of steel structures operated in the Northern Sea Route.

Rock fracturing mechanisms around underground openings

  • Shen, Baotang;Barton, Nick
    • Geomechanics and Engineering
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    • 제16권1호
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    • pp.35-47
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    • 2018
  • This paper investigates the mechanisms of tunnel spalling and massive tunnel failures using fracture mechanics principles. The study starts with examining the fracture propagation due to tensile and shear failure mechanisms. It was found that, fundamentally, in rock masses with high compressive stresses, tensile fracture propagation is often a stable process which leads to a gradual failure. Shear fracture propagation tends to be an unstable process. Several real case observations of spalling failures and massive shear failures in boreholes, tunnels and underground roadways are shown in the paper. A number of numerical models were used to investigate the fracture mechanisms and extents in the roof/wall of a deep tunnel and in an underground coal mine roadway. The modelling was done using a unique fracture mechanics code FRACOD which simulates explicitly the fracture initiation and propagation process. The study has demonstrated that both tensile and shear fracturing may occur in the vicinity of an underground opening. Shallow spalling in the tunnel wall is believed to be caused by tensile fracturing from extensional strain although no tensile stress exists there. Massive large scale failure however is most likely to be caused by shear fracturing under high compressive stresses. The observation that tunnel spalling often starts when the hoop stress reaches $0.4^*UCS$ has been explained in this paper by using the extension strain criterion. At this uniaxial compressive stress level, the lateral extensional strain is equivalent to the critical strain under uniaxial tension. Scale effect on UCS commonly believed by many is unlikely the dominant factor in this phenomenon.

응력 삼축성을 고려한 원자로 내부구조물 배플포머 집합체의 연성저하 평가 (Ductility Degradation Assessment of Baffle Former Assembly Considering the Stress Triaxiality Effect)

  • 김종성;박정순;강성식
    • 한국압력기기공학회 논문집
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    • 제12권2호
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    • pp.50-57
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    • 2016
  • The study presents structural integrity assessment of ductility degradation of a baffle former assembly by performing finite element analysis considering real loading conditions and stress triaxiality. Variations of fracture strain curves of type 304 austenitic stainless steel with stress triaxiality are derived based on the previous study results. Temperature distributions during normal operation such as heat-up, steady state, and cool-down are calculated via finite element temperature analysis considering gamma heating and heat convection with reactor coolant. Variations of stress and strain state during long operation period are also calculated by performing sequentially coupled temperature-stress analysis. Fracture strain is derived by using the fracture curve and the stress triaxility. Finally, variations of ductility degradation damage indicator with the fracture strain and the equivalent inelastic strain are investigated. It is found that maximum value of the ductility degradation damage index continuously increases and becomes 0.4877 at 40 EFPYs. Also, the maximum value occurs at top and middle inner parts of the baffle former assembly before and after 20 EFPYs, respectively.

J-적분을 이용한 용접구조물의 파괴해석 (Fracture Analysis of Welded Plates using the J-integral)

  • 심용래
    • 전산구조공학
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    • 제9권4호
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    • pp.173-179
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    • 1996
  • 용접구조물의 파괴거동을 분석하기 위해서는 용접중의 열전달 해석, 잔류응력 해석, 그리고 파괴해석이 같이 병행되어야 한다. 잔류응력이 존재하면 J-적분은 적분 경로에 관계없이 일정한 값을 갖는 특성을 잃게 된다. 그러므로 용접부의 J-적분 해석을 위해서는 별도의 프로그램을 개발하여야 한다. 본 연구에서는 균열선단에서의 J-적분을 계산하기 위한 이론식 및 프로그램을 개발하였으며 적용사례로 박판 및 후판의 다층용접에 대한 J-적분값을 계산하였다.

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Spondylolisthesis Accompanying Bilateral Pedicle Stress Fracture at Two Vertebrae

  • Kim, Hyeun-Sung;Kim, Seok-Won;Lee, Won-Tae
    • Journal of Korean Neurosurgical Society
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    • 제51권6호
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    • pp.388-390
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    • 2012
  • There has been no report of bilateral pedicle stress fractures involving two vertebrae. The authors describe a unique case of spondylolisthesis accompanying a bilateral pedicle stress fracture involving two vertebrae. De novo development of spondylolisthesis at the L5-S1 vertebrae accompanying a bilateral pedicle stress fracture at L4 and L5 was observed in a 70-year-old woman. The patient's medical history was unremarkable and she did not have any predisposing factors except severe osteoporosis. Interbody fusion with bone cement augmented screw fixation was performed. Surgical treatment resulted in good pain management and improved functional recovery.

족근관절 내과에 발생한 피로골절(1예보고) (Stress Fracture in Medial Malleolus in Ankle (A Case Report))

  • 이경태;양기원;박신이;이영구;나상은
    • 대한족부족관절학회지
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    • 제12권2호
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    • pp.224-226
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    • 2008
  • Although stress fracture of lower extremity is a relatively common, stress fracture of medial malleolus is rare. So we report one case. He is a 17 year old soccer player and successfully treated with surgical treatment (open reduction and internal fixation with one screw.

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단공 (端孔) V-노치가 있는 PMMA 판의 파괴기준에 관한 연구 (A Study on Fracture Criterion of PMMA Plates Having a V-Notch with an End Hole)

  • 추원철;조상봉;윤존도
    • 한국정밀공학회지
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    • 제33권10호
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    • pp.865-873
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    • 2016
  • The aim of this study was to examine the validity of fracture criterion for PMMA plates that have a V-notch with an end hole. The predicted stress intensity factors and crack initiation angles by the fracture criterion based on the maximum circumferential stress and the novozhilov's criteria were compared with the experimental results. By increasing the radius of end hole, the differences of predicted stress intensity factors and experimental results increased, possibly due to the plastic zone size. The results indicated that when the radius of end hole is < 1 mm, the fracture criterion would be useful.

피로하중을 받는 터빈 블레이드의 X선의 프랙토그래피에 관한 연구 (A Study on the X-Ray Fractography of Turbine Blade under Fatigue Load)

  • 김성웅;이동우;홍순혁;조석수;주원식
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2001년도 춘계학술대회 논문집
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    • pp.778-783
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    • 2001
  • Turbine blade is subject to cyclic bending force by steam pressure. Stress analysis by fractography is already established technology as means for seeking cause of fracture and has been widely employed. In the X-ray fractography, plastic deformation and residual stress near the fracture surface can by determined and information of internal structure of material can be obtained. Therefore, to find a fracture mechanism of torsion-mounted blade in nuclear power plant, based on the information from the fracture surface obtained by fatigue test, the correlation of X-ray parameter and fracture mechanics parameter was determined and then the load applied to actual broken turbine blade was predicted.

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