• 제목/요약/키워드: Notch1

검색결과 613건 처리시간 0.021초

한국 성인 유치악자의 교합평면 및 수직고경에 관한 연구 (A STUDY ON THE OCCLUSAL PLANE AND THE VERTICAL DIMENSION IN KOREAN ADULTS WITH NATURAL DENTITION)

  • 박정형;정창모;전영찬;임장섭
    • 대한치과보철학회지
    • /
    • 제43권1호
    • /
    • pp.41-51
    • /
    • 2005
  • Statement of problem. Anatomic landmarks have been used in the orientation of occlusal plane and the determination of vertical dimension for edentulous patients. Such as labial vestibules of anterior region and hamular notches, retromolar pads of posterior region are very useful anatomic landmarks for fabrication of occlusion rim because they are to be identified on master casts. Therefore, if average distances between landmarks of maxillae and mandible in dentate subjects are measured and applied, not only occlusal plane but also vertical dimension can be established initially. Purpose. The purpose of this study is to measure vertical distances between anatomic landmarks and to present a guide to the orientation of occlusal plane and the determination of vertical dimension of edentulous patients. Material and method. Upper and lower border-molded casts were made in 93 Korean dentulous subjects, mean age 25 years. Incisal edges of central incisors, bottoms of labial vestibules, hamular notches and the half level of retromolar pads were marked on casts. Measurements of vertical distances from incisal edge of central incisor to the bottom of labial vestibule, between upper and lower bottoms of labial vestibules, from hamular notch to retromolar pad and from hamular notch to the occlusal plane established by the incisal edge of maxillary central incisor and mesiopalatal cusps of both maxillary first molars were made on each cast. Results and conclusion. 1. The mean distance from the incisal edge of central incisor to the bottom of labial vestibule was 20.8mm(SD 1.7) on upper casts and 17.3mm(SD 1.4) on lower casts. 2. The mean distance between both bottoms of labial vestibules of upper and lower casts was 35.0mm(SD 2.7). 3 The mean distance from hamular notch to the half level of retromolar pad was 5.0mm(SD 1.3). 4. The mean distance from hamular notch to occlusal plane was 7.9mm(SD 1.5). 5. Distances from incisal edge of central incisor to labial vestibule on lower casts(P<0.01) and from hamular notch to retromolar pad(P<0.0001) were greater in male than in female.

Using XFEM technique to predict the damage of unidirectional CFRP composite notched under tensile load

  • Benzaama, A.;Mokhtari, M.;Benzaama, H.;Gouasmi, S.;Tamine, T.
    • Advances in aircraft and spacecraft science
    • /
    • 제5권1호
    • /
    • pp.129-139
    • /
    • 2018
  • The composite materials are widely used in aircraft structures. Their relative rigidity/weight gives them an important advantage over the metal structures. The objective of this work is to analyze by the finite element method the mechanical behavior of composite plate type notched with various forms under tensile load. Two basic parameters were taken into consideration. The first, the form of the notch in order to see its effect on the stress and the failure load. The second, we studied the influence of the locale orientation of fiber around the plate's notch. These parameters are studied in order to see their effects on the distribution stress and failure load of the plate. The calculation of the failure load is determined numerically with the numerical code ABAQUS using the XFEM (extended Finite Element Modeling) based on the fracture mechanics. The result shows clearly that it is important to optimize the effect of fiber orientation around the notch.

음향방출센서를 이용한 선조질강(ESW90)의 압축실험에서의 표면 균열 발생 검출 (Surface Crack Detection in Compression of Pre Heat-Treated Steel (ESW90) Using an Acoustic Emission Sensor)

  • 이정음;이진명;주호선;서영호;김지훈;김상우
    • 소성∙가공
    • /
    • 제29권1호
    • /
    • pp.20-26
    • /
    • 2020
  • In the design of the metal forming processes, various types of ductile fracture criteria are used to predict crack initiation and to fabricate metallic products without any defects. However, the quantitative measurement method for determination of crack initiation is insufficient. It is very difficult to detect crack initiation in ductile metals with excellent deformability because no significant load drop is observed due to crack generation. In this study, the applicability of acoustic emission sensors, which are commonly used in facility diagnostics, to measure crack initiation during the metal forming process was analyzed. Cylindrical notch specimens were designed using the finite element method to induce a premature crack on the surface of pre heat-treated steel (ESW90) material. In addition, specimens with various notch angles and heights were prepared and compression tests were carried out. During the compression tests, acoustic emission signal on the dies and images of the surface of the notch specimen were recorded using an optical camera in real time. The experimental results revealed that the acoustic emission sensor can be used to detect crack initiation in ductile metals due to severe plastic deformation.

SA508 class 3 서브머지드 아크용접부의 기계적 성질에 미치는 입열량의 영향 (Effect of Heat Input on the Mechanical Properties of SA508 class 3 Steel Weldments with Submerged Arc Welding)

  • 서윤석;고진현;김남훈;오세용;주기남
    • Journal of Welding and Joining
    • /
    • 제22권5호
    • /
    • pp.38-45
    • /
    • 2004
  • The present study is to investigate the effect of heat input on the microstructure, tensile properties and toughness of single-pass submerged arc bead-in-groove welds produced on SA508 class 3 steels. The heat input was varied in the range of 1.6, 3.2 and 5.0 kJ/mm. The toughness of weld metals was evaluated by using subsize Charpy V-notch specimens in the temperature range of -19$0^{\circ}C$ to 2$0^{\circ}C$. The weld microstructure and fractography were observed by optical and scanning electron microscopies, respectively. With increasing heat inputs, tensile strength and hardness of weld metals were decreased while elongation was increased. The poor notch toughness at 1.6 kJ/mm was attributed to the formation of ferrite with aligned second phase and banitic microstructure with high yield strength while that at 5.0 kJ/mm was due to the presence of grain boundary and polygonal ferrites. The microstructure of the intermediate energy input welds consisted of a high proportion of acicular ferrite with limited polygonal ferrites, which provide improved notch toughness.

동적하중 하에서의 강도적 불균질재의 연성크랙 발생거동의 실험적 검토 - 강도적 불균질 및 동적부하의 영향에 의한 연성크랙 발생조건 (제1보) - (Experimental Examination of Ductile Crack Initiation with Strength Mismatch under Dynamic Loading - Criterion for Ductile Crack Initiation Effect of Strength Mismatch and Dynamic Loading (Report 1) -)

  • 안규백
    • Journal of Welding and Joining
    • /
    • 제21권5호
    • /
    • pp.575-581
    • /
    • 2003
  • It has been well known that the ductile cracking of steel would be accelerated by triaxial stress state. Recently, the characteristics of critical crack initiation of steels are quantitatively estimated using the two-parameters, that is, equivalent plastic strain and stress triaxiality, criterion. This study is paid to the fundamental clarification of the effect of geometrical heterogeneity and strength mismatching, which can elevate plastic constraint due to heterogeneous plastic straining, and loading rate on ductile crack initiation behavior. Also, the ductile crack initiation testing were conducted under static and dynamic loading using round bar specimens with circumferential notch and strength mis-matching. The result showed that the nominal strain at ductile crack initiation of circumferential notch specimens small then the round bar specimens for effect of geometrical discontinuity. Also, the nominal strain at ductile crack initiation was decreased with decrease of notch root radius of curvature.

노치를 이용한 보강재의 부착력 증가 방안에 관한 연구 (A Study to Improve Bonding Strength of Strengthening Plate with Notches)

  • 한만엽;송병표;이광명
    • 콘크리트학회지
    • /
    • 제11권1호
    • /
    • pp.129-139
    • /
    • 1999
  • 본 연구는 콘크리트 구조물의 보강공법으로 널리 쓰이고 있는 강판에 의한 부착식 보강공법의 단점인 단부에서의 강판분리 현상에 대한 보완실험으로 실시되었다. 실험결과 노치가 적용된 강판부착식 공법이 항복하중 이후 최대하중까지의 증가율이 기존의 공법보다 증가되어 구조물의 보강 성능의 개선 및 안전성의 확보 측면에서 크게 개선되었을 뿐만 아니라 균열이나 처짐의 조절측면에서도 우수한 것으로 판명되었다. 이는 강판에 대한 약간의 변형만으로도 구조물의 수명을 연장시킬 수 있다는 장점과 함께 경제적으로도 보강된 구조물에 대한 추가적인 제반 비용의 절감도 기대할 수 있을 것이다.

Estimation of optimal nasotracheal tube depth in adult patients

  • Ji, Sung-Mi
    • Journal of Dental Anesthesia and Pain Medicine
    • /
    • 제17권4호
    • /
    • pp.307-312
    • /
    • 2017
  • Background: The aim of this study was to estimate the optimal depth of nasotracheal tube placement. Methods: We enrolled 110 patients scheduled to undergo oral and maxillofacial surgery, requiring nasotracheal intubation. After intubation, the depth of tube insertion was measured. The neck circumference and distances from nares to tragus, tragus to angle of the mandible, and angle of the mandible to sternal notch were measured. To estimate optimal tube depth, correlation and regression analyses were performed using clinical and anthropometric parameters. Results: The mean tube depth was $28.9{\pm}1.3cm$ in men (n = 62), and $26.6{\pm}1.5cm$ in women (n = 48). Tube depth significantly correlated with height (r = 0.735, P < 0.001). Distances from nares to tragus, tragus to angle of the mandible, and angle of the mandible to sternal notch correlated with depth of the endotracheal tube (r = 0.363, r = 0.362, and r = 0.546, P < 0.05). The tube depth also correlated with the sum of these distances (r = 0.646, P < 0.001). We devised the following formula for estimating tube depth: $19.856+0.267{\times}sum$ of the three distances ($R^2=0.432$, P < 0.001). Conclusions: The optimal tube depth for nasotracheally intubated adult patients correlated with height and sum of the distances from nares to tragus, tragus to angle of the mandible, and angle of the mandible to sternal notch. The proposed equation would be a useful guide to determine optimal nasotracheal tube placement.

Tensile and impact toughness properties of various regions of dissimilar joints of nuclear grade steels

  • Karthick, K.;Malarvizhi, S.;Balasubramanian, V.;Krishnan, S.A.;Sasikala, G.;Albert, Shaju K.
    • Nuclear Engineering and Technology
    • /
    • 제50권1호
    • /
    • pp.116-125
    • /
    • 2018
  • Modified 9Cr-1Mo ferritic steel is a preferred material for steam generators in nuclear power plants for their creep strength and good corrosion resistance. Austenitic stainless steels, such as type 316LN, are used in the high temperature segments such as reactor pressure vessels and primary piping systems. So, the dissimilar joints between these materials are inevitable. In this investigation, dissimilar joints were fabricated by the Shielded Metal Arc Welding (SMAW) process with Inconel 82/182 filler metals. The notch tensile properties and Charpy V-notch impact toughness properties of various regions of dissimilar metal weld joints (DMWJs) were evaluated as per the standards. The microhardness distribution across the DMWJs was recorded. Microstructural features of different regions were characterized by optical and scanning electron microscopy. Inhomogeneous notch tensile properties were observed across the DMWJs. Impact toughness values of various regions of the DMWJs were slightly higher than the prescribed value. Formation of a carbon-enriched hard zone at the interface between the ferritic steel and the buttering material enhanced the notch tensile properties of the heat-affected-zone (HAZ) of P91. The complex microstructure developed at the interfaces of the DMWJs was the reason for inhomogeneous mechanical properties.

A GNSS Interference Detection Method Based on Multiple Ground Stations

  • Kim, Sun Young;Kang, Chang Ho;Yang, Jeong Hwan;Park, Chan Gook;Joo, Jung Min;Heo, Moon Beom
    • Journal of Positioning, Navigation, and Timing
    • /
    • 제1권1호
    • /
    • pp.15-21
    • /
    • 2012
  • For a GNSS receiver's robustness against RFI and the high accuracy of navigation solution in GNSS, interference source detection and mitigation are needed. In this paper, an adaptive lattice IIR notch filter is employed to track single-tone continuous wave and swept continuous wave interference signals, and an interference detection method is proposed. Furthermore, this paper presents interference source characterization algorithm using multiple ground stations' interference detection results. The measurement of the signal powers from each ground station is used to build weighting factors to estimate the type of the interference. The performance of interference detection algorithm is simulated for scenarios of GPS signal in the presence of single-tone continuous wave interference and swept continuous wave interference.

초기균열이 있는 강섬유보강 콘트리트의 파괴특성 (A Study on the Fracture Characteristics of Pre-Cracked Fiber Reinforced Concrete)

  • 곽기주
    • 한국농공학회지
    • /
    • 제34권3호
    • /
    • pp.53-63
    • /
    • 1992
  • To investgate the fracture behavior of the steel fiber reinforced concreate, the specimens with different steel fiber contents of 0.0%, 0.5%, 1.0%, 1.5%, were made and notched with differents notch depth ratios of 0.0,0.2, 0.4, 0.6, and the three point bend tests were followed. Test results of 16 different types of above combined specimens were summarized as follows. 1.The load line deflection contents were found to increase 5%, 16%, 19%, respectively, compared to the unnotched specimen with the increased of initial notch depth ratio to 0.2,0.4, 0.6, respectively. 2.The frexural strength were found to decrease 14%, 16%, 21 %, respectively, compared to the unnotched specimen with the increase of initial notch depth ratio to 0.2, 0.4, 0.6,respectively. 3.The stress intensity factors of the steel fiber reinforced concrete were found to increase 1.1 1.5 1.9 times, respectively, compared to the concrete with no steel fiber content with the increase of fiber content to 0.5%, 1.0%, 1.5%, respectively. 4.The influence of the mass of the steel fiber reinforced concrete to the whole fracture energy was found to be minor with 6~8 % contribution. 5.The fracture energy of the steel fiber reinforced concrete, considering the load-deflection curve and concrete mass was found to be approximately 350-380kg m/m$^2$. 6.The regression analysis through the relationship between the compressive(Oc)/tensile (OT) strength and fracture energy(Gf) showed that the fracture energy of the steel fiber reinforced concrete could be predicted as follows. Gf= 19.2662 Oc - 3940.4 Gf= 246.876 OT- 6008.8

  • PDF