• 제목/요약/키워드: Principal Stress

검색결과 600건 처리시간 0.029초

압상토의 3차원 거동 (Three-Dimensional Behavior of Granular Soil)

  • 정진섭
    • 한국농공학회지
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    • 제37권2호
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    • pp.64-72
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    • 1995
  • A series of cubical triaxial tests with three independent principal stresses was per- formed on Baekma river sand( # 40~100). It was found that the major principal strain at failure remained approximately constant for b values larger than about 0.3 for both the drained and undrained condition, and thereafter increased as b value decreased. The test results showed that the direction of the strain increment at failure form acute angles with the failure surfaces for both the drained and undrained condition. The results were thus not in agreement with the normality condition from classic plasticity theory. Howev- er, it was found that the projections of the plastic strain increment vectors on the octahe- dral plane were perpendicular to the failure surface in that plane. Failure strength in terms of effective stress anlaysis was greatly influenced by the variation of intermediate principal stress and so was failure criterion. The effective stress failure surfaces for both the drained and undrained condition were estimated quite well by use of Lade's failure criterion.

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모형실험을 통한 고정 및 이동하중 재하 방법에 따른 노반 변형거동 비교 (A Comparative of Ground Stress with Difference of the Fixed Point Loading and Moving Wheel Loading)

  • 최찬용;신은철;엄기영;신민호
    • 한국철도학회논문집
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    • 제14권1호
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    • pp.49-56
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    • 2011
  • 이 논문에서는 모형토조 실험으로 하중을 재하하는 방법에 따라 응력과 침하특성을 비교하였으며, 하중재하 방법의 차이를 정량적으로 평가하기 위하여 응력경로와 주응력 방향의 회전영향을 평가하였다. 실험결과 동일 시험조건에서 하중재하 방법에 따라 침하량과 토압이 달라지며, 이동하중의 경우 고정된 지점에서의 정적하중보다 침하량이 약 6배, 반복하중보다 약 2배 이상 크게 발생하였다. 응력경로에서도 고정된 지점에서의 반복하중보다 응력경로의 길이(L)는 2배 이상이 길고 전단변형에 영향을 주는 축차응력도 약 2배 이상 크게 나타났다. 또한, 도상자갈이 있는 궤도에서의 이동하중의 경우 주응력 방향의 회전각이 약 ${\Delta}{\theta}=40^{\circ}$ 최대 응력의 약 60%정도 발생하고 있으며, 주응력 방향의 회전에 영향을 받고 있다는 것을 알 수 있었다.

흙의 비틀림전단시험에 관한 기초적 연구 (A Basic Study on Torsion Shear Tests in Soils)

  • 홍원표
    • 한국지반공학회지:지반
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    • 제4권1호
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    • pp.17-28
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    • 1988
  • 흙의 역학적거동을 파악하기 위한 요소시험중 공시체의 주응력방향을 회전시킬 수 있는 비틀림 전단시험기의 기능에 대하여 검토하였다. 본 연구에서는 이 비틀림전단시험기가 점토시료에 사용 될 수 있게 개량제작되었다. 이 시험기를 사용하여 반죽성형된 Ko-견밀점토시료에 대한 약간의 비배수 비틀림전단시험을 실시하여 혼의 거동에 미치는 주수력축의 회전영향이 조사되었다. 우선, torque없이 비틀림전단시험기를 사용하여 얻은 흙의 역학적 거동이 통상의 축대칭삼축압 축시험에 의한 결과와 비교검토됐다. 흙의 응력일변형거동, 문극수압및 주응력비는연직하중과 torque에 의한 응력경로에 크게 영향을 받았으며 전단변형률의 증가에 따라 주응력회전각과 주응력의 상대적 크기, b(=o2-o3)/(o1-o3)) 값토 점진적으로 커져 파괴시의 값에 수렴하였다.

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보강된 세로리브에 의한 강바닥판교의 응력변화 연구 (A Study on Structural Analysis of Reinforced Longitudinal Rib in Orthotropic Steel Deck Bridge)

  • 공병승;김민호
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.468-475
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    • 2007
  • The Steel deck a structural analysis in head plate form change the objective bridge which it sells it accomplished a detailed structural analysis from the research which it sees and Bulk-head plate it accomplished. The length rib where the fatigue crack which is considerable generally occurs, width rib connection department and the length rib side, the width rib side it compares principal stress in the object and it does to sleep. It applied the grudge element model which it describes consequently after words and a load and a boundary condition and it executed it compared a static test and principal stress. It grasped the stress conduct of the The Steel deck petal which it follows in hand weaving rib affix location and the affix location to sleep in order to analyze a same location Bulk-head the head and comparison considered. From the detailed section which is reinforced with the stress investigation result hand weaving rib of the location which is weak in structural analysis result fatigue crack of form star reinforcement details basic form and Bulk-head the form which is reinforced with the head plate compared to principal stress investigation hour it is judged at the section which separates most.

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Biomechanical investigation of maxillary implant-supported full-arch prostheses produced with different framework materials: a finite elements study

  • Mirac Berke Topcu, Ersoz;Emre, Mumcu
    • The Journal of Advanced Prosthodontics
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    • 제14권6호
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    • pp.346-359
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    • 2022
  • PURPOSE. Four and six implant-supported fixed full-arch prostheses with various framework materials were assessed under different loading conditions. MATERIALS AND METHODS. In the edentulous maxilla, the implants were positioned in a configuration of four to six implant modalities. CoCr, Ti, ZrO2, and PEEK materials were used to produce the prosthetic structure. Using finite element stress analysis, the first molar was subjected to a 200 N axial and 45° oblique force. Stresses were measured on the bone, implants, abutment screw, abutment, and prosthetic screw. The Von Mises, maximum, and minimum principal stress values were calculated and compared. RESULTS. The maximum and minimum principal stresses in bone were determined as CoCr < ZrO2 < Ti < PEEK. The Von Mises stresses on the implant, implant screw, abutment, and prosthetic screws were determined as CoCr < ZrO2 < Ti < PEEK. The highest Von Mises stress was 9584.4 Mpa in PEEK material on the prosthetic screw under 4 implant-oblique loading. The highest maximum principal stress value in bone was found to be 120.89 Mpa, for PEEK in 4 implant-oblique loading. CONCLUSION. For four and six implant-supported structures, and depending on the loading condition, the system accumulated different stresses. The distribution of stress was reduced in materials with a high elastic modulus. When choosing materials for implant-supported fixed prostheses, it is essential to consider both the number of implants and the mechanical and physical attributes of the framework material.

Finite Element Stress Analysis according to Apical-coronal Implant Position

  • Kang, Tae-Ho;Kim, Su-Gwan
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제32권1호
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    • pp.52-59
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    • 2006
  • Purpose: The purpose of this study was to evaluate the influence of apical-coronal implant position on the stress distribution after occlusal and oblique loading. Materials and Methods: The cortical and cancellous bone was assumed to be isotropic, homogeneous, and linearly elastic. The implant was apposed to cortical bone in the crestal region and to cancellous bone for the remainder of the implant-bone interface. The cancellous core was surrounded by 2-mm-thick cortical bone. An axial load of 200 N was assumed and a 200-N oblique load was applied at a buccal inclination of 30 degrees to the center of the pontic and buccal cusps. The 3-D geometry modeled in Iron CAD was interfaced with ANSYS. Results: When only the stress in the bone was compared, the minimal principal stress at load Points A and B, with a axial load applied at 90 degrees or an oblique load applied at 30 degrees, for model 5. The von Mises stress in the screw of model 5 was minimal at Points A and B, for 90- and 30-degree loads. When the von Mises stress of the abutment screw was compared at Points A and B, and a 30-degree oblique load, the maximum principal stress was seen with model 2, while the minimum principal stress was with model 5. In the case of implant, the model that received maximum von Mises stress was model 1 with the load Point A and Point B, axial load applied in 90-degree, and oblique load applied in 30-degree. Discussion and Conclusions: These results suggests that implantation should be done at the supracrestal level only when necessary, since it results in higher stress than when implantation is done at or below the alveolar bone level. Within the limited this study, we recommend the use of supracrestal apical-coronal positioning in the case of clinical indications.

직방성체에서 재료주축과 경사진 균열의 임계응력 (Critical Stress for a Crack Inclined to Princinal Material Direction in Orthotropic Material)

  • 임원균;조형석
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 추계학술대회
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    • pp.1021-1026
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    • 2003
  • The problem of predicting the fracture strength behavior in orthotropic plate with a crack inclined with respect to the principal material axes is analyzed. Both the load to cause fracture and the crack direction of crack growth arc of interest. The theoretical results based on the normal stress ration theory show significant effects of biaxial loading and the fiber orientation on the crack growth angle and the critical stress. The additional term in the asymptotic expansion of the crack tip stress field appears to provide more accurate critical stress prediction.

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Ball형 측정기를 이용한 토중 응력 상태의 계측 (Soil Stress State Determination Using a Ball-type Transducer)

  • 전형규
    • Journal of Biosystems Engineering
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    • 제29권4호
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    • pp.301-306
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    • 2004
  • Soil stresses were measured beneath the centerline of one new 12.4R28 radial-ply tractor tire. The tire was operated with three inflation pressures(59㎪ 108㎪ and 157㎪) and a dynamic load of 14.2 kN and 20% slip. Soil stress state transducer(SST) measured the stresses in a hardpan soil profile. The depth of the SST was 250mm from soil surface. Analysis of the original soil stress data showed that the inflation pressure of tire did significantly affect the vertical stress. The major principal stresses calculated were more when the inflation pressure was 108㎪ than when it was 157㎪. The peak stresses of the major principal stresses presented more than those of the vertical stresses.

필릿과 맞대기 용접부 간의 간격 및 구속도에 따른 잔류응력 재분포 특성에 관한 연구 (Effect of Distance and Restraint Degree between Fillet and Butt Weldment on Residual Stress Redistribution at each Weldment)

  • 진형국;이동주;신상범
    • Journal of Welding and Joining
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    • 제28권3호
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    • pp.59-64
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    • 2010
  • The purpose of this study is to identify the principal factor controlling transverse residual stress at the weldment for joining unit hull blocks. In order to do it, the comprehensive FE analyses were carried out to evaluate the effect of distance between fillet and butt weldments, stiffener span and in-plane restraint degree on the amount and distribution of transverse residual stress in way of the weldments between unit hull blocks. In accordance with FEA results, principal factor controlling the amount of transverse residual stress at the weldments was identified as in-plane restraint degree of butt weldment for unit blocks. The effect of other variables on the transverse residual stress was very small relatively.

임플랜트 나사선 경사각이 치조골 응력 분포에 미치는 영향 (THREE-DIMENTIONAL FINITE ELEMENT ANALYSIS OF STRESS DISTRIBUTION FOR DIFFERENT IMPLANT THREAD SLOPE)

  • 서영훈;방몽숙;양홍서;박상원;박하옥;임현필
    • 대한치과보철학회지
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    • 제45권4호
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    • pp.482-491
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    • 2007
  • Statement of problem: The screws of dental implant, having various thread types, can be categorized into different classes by their geometrical form, and each type transmits dissimilar amount and form of stress to alveolar bone. Purpose: The purpose of this study was to find an inclination angle of the screw thread that is favorable in distributing the stresses to alveolar bone. Material and methods: In this study, We used three dimensional finite element analysis with modeling having three types of thread inclination angles and fixed pitch-0.8 mm (single thread type with $3.8^{\circ}$ inclination, double thread type with $7.7^{\circ}$ inclination, triple thread type with $11.5^{\circ}$ inclination). Results: The results obtained from this study were as follows; 1. When the number of thread increased, the amount of Von-Mises stress was reduced since the generated stress was effectively distributed. 2. Since the maximum principal stress affects on the alveolar bone can influence deeply on the longevity of the implants when comparing the magnitude of the maximum principal stress double thread had least amount of stress. This shows that the double thread screw gave best result. Conclusion: In conclusion, double, and triple thread screws were found to be more effective on distribution of the stress than the single thread screws. But, increasing in the thread inclination angle such as triple thread screw relate on the magnitude of the maximum principal stress affecting on the alveolar bone can become problematic. Thus, effective combination of thread number and thread inclination angle can help prolonging the longevity of implant.