• Title/Summary/Keyword: Angle fracture

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Interface Fracture and Crack Propagation in Concrete : Fracture Criteria and Numerical Simulation (콘크리트의 계면 파괴와 균열 전파 : 파괴규준과 수치모의)

  • 이광명
    • Magazine of the Korea Concrete Institute
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    • v.8 no.6
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    • pp.235-243
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    • 1996
  • The mechanical behavior ot concrete is strongly influenced by various scenarios of crack initiation and crack propagation. Recently. the study of the interface fracture and cracking in interfacial regions is emerged as an important field, in the context of the developement of high performance concrete composites. The crack path criterion for elastically homogeneous materials is not valid when the crack advances at an interface because. in this case, the consideration of the relative magnitudes of the fracture toughnesses between the constituent materials and the interface are involved. In this paper, a numerical method is presented to obtain the values of two interfacial fracture parameters such as the energy release rate and the phase angle at the tip of an existing interface crack. Criteria based on energy release rate concepts are suggested for the prediction of crack growth at the interfaces and an hybrid experimental-numerical study is presented on the two-phase beam composite models containing interface cracks to investigate the cracking scenarios in interfacial regions. In general, good agreement between the experimental results and the prediction from the criteria is obtained.

Treatment of Lateral Malleolar Fractures with Cannulated Screws in Danis-Weber type B Ankle Fractures (Danis-Weber B형 족근 관절 골절에 있어 유경 나사를 이용한 비골 외 과 골절의 치료)

  • Park, Yong-Wook;Chung, Yung-Khee;Yoo, Jung-Han;Park, Hong-Jun;Yu, Sun-O;Kang, Ki-Man
    • Journal of Korean Foot and Ankle Society
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    • v.5 no.2
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    • pp.129-135
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    • 2001
  • Purpose: To evaluate the radiographic results of the treatment for Danis-Weber type B lateral malleolar fracture with 2 cannulated screws. Materials and Methods: Thirty-four cases of Danis-Weber type B lateral malleolar fracture were available. Follow-up averaged 8 months (6-25 months). The medial clear space for lateral displacement of talus, talo-crural angle for lateral malleolar shortening, and malunion evidence of lateral malleolar fracture were observed. Results: Medial clear space was from 2mm to 4mm in 34 cases. Talo-crural angle was from $73^{\circ}$ to $82.5^{\circ}$ in 33 cases. One case was complicated with malunion of lateral malleolus. But, we found the same condition in the immediate post- operative radiographic film. Conclusion: We believe that the 2 cannulated screws fixation for Danis-Weber type B lateral malleolar simple fractures is an excellent treatment method.

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The Evaluation of Fracture Toughness for Woven Carbon Fibered Reinforced Composite Materials (평직 탄소섬유강화 복합재료의 파괴인성평가)

  • Park, Hong-Sun;Lee, Woo-Hyung;Keum, Jin-Hwa;Choi, Jung-Hun;Koo, Jae-Mean;Seok, Chang-Sung
    • Journal of the Korean Society for Precision Engineering
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    • v.27 no.10
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    • pp.69-76
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    • 2010
  • This study examined how the fracture toughness is affected according to the variation of the initial crack length and the fiber arranged angle using FEA method and experimental method. Therefore, the energy release rates were calculated and compared by J-integral method and VCCT(Virtual Crack Closure Technique). The results of fracture toughness test verified these results. At this time, the locus method was used in order to determine the energy release rate. When the results of FEA were compared with those of experiment, all of those decreased with the increase of angle between load and the fiber arranged direction. The decrease was due to reducing maximum load and stiffness, and the reason of reduction has been judged that the inplane shear stress.

Fracture Strength Analysis of Monolithic Zirconia Ceramic by Abutment Shape (지르코니아 단일구조 전부도재관의 지대치 형태에 따른 파절 강도)

  • Kim, Won-Young;Hong, Min-Ho
    • Journal of Technologic Dentistry
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    • v.36 no.4
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    • pp.231-237
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    • 2014
  • Purpose: This study was performed fracture strength test by conducted change of abutment and coping shape for suggesting monolithic all ceramic crown which has thin thickness and superior strength of the occlusal surface. Methods: The specimens on the four kinds abutment was made according to thickness of occlusal surface and angle of axis surface. And All ceramic coping specimens of 6 different kinds was made by the CAD/CAM Method. Compression strength test using the UTM and the verification of compression-stress situation using the 3D finite element method were conducted under optimum conditions. Results: 516C specimen was showed the strongest compression-fracture strength, followed by 516FR, 516F45, specimens. Did not show significant differences between 516FR and 516F45. 516C of the universal testing machine the specimen's surface that are within the vertical load is small, finite element method of a uniformly distributed load, so the value received suggests otherwise. Conclusion: In conclusion, abutments of monolithic ziconia ceramic when having a same thickness of the occlusal, as the angle of occlusal edge is small, the stress is well dispersed and it can endure well in the fracture.

Punching Fracture Experiments and Simulations of Unstiffened and Stiffened Panels for Ships and Offshore Structures

  • Park, Sung-Ju;Choung, Joonmo
    • Journal of Ocean Engineering and Technology
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    • v.34 no.3
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    • pp.155-166
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    • 2020
  • Ductile fracture prediction is critical for the reasonable damage extent assessment of ships and offshore structures subjected to accidental loads, such as ship collisions and groundings. A fracture model combining the Hosford-Coulomb ductile fracture model with the domain of solid-to-shell equivalence model (HC-SDDE), was used in fracture simulations based on shell elements for the punching fracture experiments of unstiffened and stiffened panels. The flow stress and ductile fracture characteristics of JIS G3131 SPHC steel were identified through tension tests for flat bar, notched tension bar, central hole tension bar, plane strain tension bar, and pure shear bar specimens. Punching fracture tests for unstiffened and stiffened panels are conducted to validate the presented HC-DSSE model. The calibrated fracture model is implemented in a user-defined material subroutine. The force-indentation curves and final damage extents obtained from the simulations are compared with experimental results. The HC-DSSE fracture model provides reasonable estimations in terms of force-indentation paths and residual damage extents.

Transbuccal versus transoral approach for management of mandibular angle fractures: a prospective, clinical and radiographic study

  • Khandeparker, Purva Vijay Sinai;Dhupar, Vikas;Khandeparker, Rakshit Vijay Sinai;Jain, Hunny;Savant, Kiran;Berwal, Vikas
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • v.42 no.3
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    • pp.144-150
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    • 2016
  • Objectives: We compared the transbuccal and transoral approaches in the management of mandibular angle fractures. Materials and Methods: Sixty patients with mandibular angle fractures were randomly divided into two equal groups (A, transoral approach; group B, transbuccal approach) who received fracture reduction using a single 2.5 mm 4 holed miniplate with a bar using either of the two approaches. Intraoperatively, the surgical time and the ease of surgical assess for fixation were noted. Patients were followed at 1 week, 3 months, and 6 months postoperatively and evaluated clinically for post-surgical complications like scarring, infection, postoperative occlusal discrepancy, malunion, and non-union. Radiographically, the interpretation of fracture reduction was also performed by studying the fracture gap following reduction using orthopantomogram tracing. The data was tabulated and subjected to statistical analysis. A P -value less than 0.05 was considered significant. Results: No significant difference was seen between the two groups for variables like surgical time and ease of fixation. Radiographic interpretation of fracture reduction revealed statistical significance for group B from points B to D as compared to group A. No cases of malunion/non-union were noted. A single case of hypertrophic scar formation was noted in group B at 6 months postsurgery. Infection was noted in 2 patients in group B compared to 6 patients in group A. There was significantly more occlusal discrepancy in group A compared to group B at 1 week postoperatively, but no long standing discrepancy was noted in either group at the 6 months follow-up. Conclusion: The transbuccal approach was superior to the transoral approach with regard to radiographic reduction of the fracture gap, inconspicuous external scarring, and fewer postoperative complications. We preferred the transbuccal approach due to ease of use, minimal requirement for plate bending, and facilitation of plate placement in the neutral mid-point area of the mandible.

Measurement of Fracture Toughness JC Under Mixed Mode Loading Using Unloading Compliance Method (혼합모드 하중하에서 제하 컴플라이언스법에 의한 파괴 인성 측정)

  • Sim, Jae-Ryong;Lee, Yeong-Suk;Kim, Do-Hyeong;Beom, Hyeon-Gyu;Gang, Gi-Chu
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.26 no.1
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    • pp.113-120
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    • 2002
  • Experimental procedure to measure fracture toughness (J$_{c}$) under mixed mode loading using CTS(Compact Tension-Shear) specimens is described. It\`s loading angle ranges from 0$^{\circ}$ to 45$^{\circ}$ with interval of 157. The general outline of experimental procedure is similar to that of ASTM E8l3-89 fur mode I fracture. Equations fur determining J-integral is quoted from the authors' previous works. The relation between unloading compliance and physical crack size was calibrated. As an example, fracture toughness of aluminum alloy 2024p-7361 was measured and some reasonable results of J$_{c}$ with various loading angles were obtained.

Numerical simulation of wedge splitting test method for evaluating fracture behaviour of self compacting concrete

  • Raja Rajeshwari B.;Sivakumar, M.V.N.;Sai Asrith P.
    • Computers and Concrete
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    • v.33 no.3
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    • pp.265-273
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    • 2024
  • Predicting fracture properties requires an understanding of structural failure behaviour in relation to specimen type, dimension, and notch length. Facture properties are evaluated using various testing methods, wedge splitting test being one of them. The wedge splitting test was numerically modelled three dimensionally using the finite element method on self compacting concrete specimens with varied specimen and notch depths in the current work. The load - Crack mouth opening displacement curves and the angle of rotation with respect to notch opening till failure are used to assess the fracture properties. Furthermore, based on the simulation results, failure curve was built to forecast the fracture behaviour of self-compacting concrete. The fracture failure curve revealed that the failure was quasi-brittle in character, conforming to non-linear elastic properties for all specimen depth and notch depth combinations.

Rock Fracture Centerline Extraction based on Hessian Matrix and Steger algorithm

  • Wang, Weixing;Liang, Yanjie
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.9 no.12
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    • pp.5073-5086
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    • 2015
  • The rock fracture detection by image analysis is significant for fracture measurement and assessment engineering. The paper proposes a novel image segmentation algorithm for the centerline tracing of a rock fracture based on Hessian Matrix at Multi-scales and Steger algorithm. A traditional fracture detection method, which does edge detection first, then makes image binarization, and finally performs noise removal and fracture gap linking, is difficult for images of rough rock surfaces. To overcome the problem, the new algorithm extracts the centerlines directly from a gray level image. It includes three steps: (1) Hessian Matrix and Frangi filter are adopted to enhance the curvilinear structures, then after image binarization, the spurious-fractures and noise are removed by synthesizing the area, circularity and rectangularity; (2) On the binary image, Steger algorithm is used to detect fracture centerline points, then the centerline points or segments are linked according to the gap distance and the angle differences; and (3) Based on the above centerline detection roughly, the centerline points are searched in the original image in a local window along the direction perpendicular to the normal of the centerline, then these points are linked. A number of rock fracture images have been tested, and the testing results show that compared to other traditional algorithms, the proposed algorithm can extract rock fracture centerlines accurately.

Equivalent reinforcement isotropic model for fracture investigation of orthotropic materials

  • Fakoor, Mahdi;Rafiee, Roham;Zare, Shahab
    • Steel and Composite Structures
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    • v.30 no.1
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    • pp.1-12
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    • 2019
  • In this research, an efficient mixed mode I/II fracture criterion is developed for fracture investigation of orthotropic materials wherein crack is placed along the fibers. This criterion is developed based on extension of well-known Maximum Tensile Stress (MTS) criterion in conjunction with a novel material model titled as Equivalent Reinforced Isotropic Model (ERIM). In this model, orthotropic material is replaced with an isotropic matrix reinforced with fibers. A comparison between available experimental observations and theoretical estimation implies on capability of developed criterion for predicting both crack propagation direction and fracture instance, wherein the achieved fracture limit curves are also compatible with fracture mechanism of orthotic materials. It is also shown that unlike isotropic materials, fracture toughness of orthotic materials in mode $I(K)_{IC}{\mid})$ cannot be introduced as the maximum load bearing capacity and thus new fracture mechanics property, named here as maximum orthotropic fracture toughness in mode $I(K_{IC}{\mid}^{ortho}_{max})$ is defined. Optimum angle between crack and fiber direction for maximum load bearing in orthotropic materials is also defined.