• 제목/요약/키워드: Stress distribution ratio

검색결과 434건 처리시간 0.024초

터널 굴진시의 3차원 지반거동의 2차원적 해석법 고찰 (A Study tor 2-Dimensional Analysis Technique for 3-Dimensional Ground Behaviour Due to Tunneling)

  • 김교원;이현범
    • 지질공학
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    • 제6권3호
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    • pp.111-118
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    • 1996
  • 터널이 굴진될 때 주변지반은 3차원적으로 거동하게 되나 설계단계에서의 해석은 일반적으로 2차원적으로 수향하고 있다. 2차원적인 터널해석은 응력분배법 또는 강송 변화법에 의하여 3차원적인 터널굴진에 따른 다양한 조건하에서의 정규화된 지반 변위곡선을 구하고 이 곡선과 유사한 곡선이 유도되도록 시행착오법에 의하여 2차원 해석을 실시하므로 3차원 해석과 근사한 변위곡선을 가지도록 막장거리별 응력분배비율을 결정하였다. 따라서, 시간과 노력이 많이 소요되는 3차원 해석없이도 적절한 응력분배비율을 적용하는 경우 2차원 해석으로 터널굴진시의 3차원적인 지반거동을 평가할 수 있게 되었다.

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Stresses in FGM pressure tubes under non-uniform temperature distribution

  • Eraslan, Ahmet N.
    • Structural Engineering and Mechanics
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    • 제26권4호
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    • pp.393-408
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    • 2007
  • The effects of material nonhomogeneity and nonisothermal conditions on the stress response of pressurized tubes are assessed by virtue of a computational model. The modulus of elasticity, the Poisson's ratio, the yield strength, and the coefficient of thermal expansion, are assumed to vary nonlinearly in the tube. A logarithmic temperature distribution within the tube is proposed. Under these conditions, it is shown that the stress states and the magnitudes of response variables are affected significantly by both the material nonhomogeneity and the existence of the radial temperature gradient.

개량체 구조형상에 따른 지반보강효과 연구 (A Study on Ground Reinforcement Effect with Structural Forms of Improved Soil)

  • 박경한;장기수;이송
    • 한국지반환경공학회 논문집
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    • 제15권1호
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    • pp.25-34
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    • 2014
  • 본 연구의 목적은 개량체 구조형상변화에 따른 복합지반에서의 역학 및 침하특성을 분석하는 것에 있다. 본 연구의 실험은 원형토조에 강도 및 치환율별로 격자형 개량체를 만들어 복합지반을 조성한 후 응력을 재하하는 방식으로 총 9 케이스를 수행하였다. 또한 심도별 응력분포 및 응력분담비 등을 분석하기 위해 유한요소해석을 실내 모형실험과 동일조건으로 모델링하여 해석하였다. 연구결과, 격자형 개량체로 구성된 복합지반은 원형 개량체에 비해 저치환율을 제외한 중간 및 고치환율에서 응력분담비가 증가하며 그 결과, 침하량은 감소하는 경향을 보였다. 본 연구는 구조형상 변화에 따른 형상효과비 및 침하저감계수 제시를 통해 부족한 복합지반의 개량체 구조형상에 대한 연구 참고자료 및 향후 추가 연구에 도움이 될 것으로 판단된다.

Numerical investigations on breakage behaviour of granular materials under triaxial stresses

  • Zhou, Lunlun;Chu, Xihua;Zhang, Xue;Xu, Yuanjie
    • Geomechanics and Engineering
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    • 제11권5호
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    • pp.639-655
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    • 2016
  • The effect of particle breakage and intermediate principal stress ratio on the behaviour of crushable granular assemblies under true triaxial stress conditions is studied using the discrete element method. Numerical results show that the increase of intermediate principal stress ratio $b(b=({\sigma}_2-{\sigma}_3)/({\sigma}_1-{\sigma}_3))$ results in the increase of dilatancy at low confining pressures but the decrease of dilatancy at high confining pressures, which stems from the distinct increasing compaction caused by breakage with b. The influence of b on the evolution of the peak apparent friction angle is also weakened by particle breakage. For low relative breakage, the relationship between the peak apparent friction angle and b is close to the Lade-Duncan failure model, whereas it conforms to the Matsuoka-Nakai failure model for high relative breakage. In addition, the increasing tendency of relative breakage, calculated based on a fractal particle size distribution with the fractal dimension being 2.5, declines with the increasing confining pressure and axial strain, which implies the existence of an ultimate graduation. Finally, the relationship between particle breakage and plastic work is found to conform to a unique hyperbolic correlation regardless of the test conditions.

열차폐 코팅의 TGO 성장과 형상비에 따른 TC-BC-TGO 계면에서의 잔류응력 변화에 대한 유한요소해석 (Numerical Simulation of Effects of TGO Growth and Asperity Ratio on Residual Stress Distributions in TC-BC-TGO Interface Region for Thermal Barrier Coatings)

  • 장중철;최성철
    • 한국세라믹학회지
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    • 제43권7호
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    • pp.415-420
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    • 2006
  • The residual stresses in the interface region of the Thermal Barrier Coating (TBC)/Thermally Grown Oxide (TGO)/Bond Coat (BC) were calculated on the TBC-coated superalloy samples using a Finite Element Method (FEM). It was found that the stress distribution of the interface boundary was dependent upon mainly the geometrical shape or its aspect ratio and the thickness of TGO layer, which was formed by growth and swelling behavior of oxide layer. Maximum compressive residual stress in the TBC/TGO interface is higher than that of the TGO/bond coat interface, and the tensile stress had nothing to do with change of an aspect ratio. The compressive residual stresses in the TBC/TGO and TGO/bond coat interface region increased gradually with the TGO growth.

주상용 몰드변압기의 온도분포와 열응력 해석 (The Temperature Distribution and Thermal Stress Analysis of Pole Mold transformer)

  • 조한구;이운용;한세원;김석수
    • 한국전기전자재료학회논문지
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    • 제14권4호
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    • pp.297-301
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    • 2001
  • In this paper, the temperature distribution and thermal stress analysis of 50kVA pole cast resin transformer for power distribution are investigated by FEM program. The one body molding model (Model 1) and air duct model (Model 2) are designed and their temperature distribution are analysed. The temperature rise value is about 105.5 deg in the model 1 and 65.28 de in the model 2. The temperature change of secondary winding is more than primary winding according to load ratio. The concentration part of Von Mises Stress occurs at interface between glass fiber and epoxy.

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맞대기 용접 강판재에서 압연 및 잔류응력에 의한 피로거동 (Fatigue Behavior with Respect to Rolling and Residual Stress in Butt-welded Steel Plate)

  • 이용복;오병덕;김성엽
    • 대한기계학회논문집A
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    • 제30권7호
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    • pp.826-832
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    • 2006
  • For the improvement of safety and endurance in welded steel structure, it is needed to consider welding residual stress distribution and rolling directional characteristics of materials. In this study, it was investigated experimentally about characteristics of fatigue crack propagation according to welding residual stress and rolling in FCAW(flux cored arc welding) butt-jointed steel plates. SS400 steel plates of 3mm thickness were selected and tested for this study. When the angles between tensile loading direction and rolling direction in welded materials are increased from $0^{\circ}\;to\;90^{\circ}$, their fatigue crack propagation rates are increased. These results are same as predicted increments of fatigue crack propagation rate when stress ratio is increased from 0 to 0.5. When the angles of rolling direction and welding direction to tensile loading direction are $0^{\circ}\;and\;90^{\circ}$ respectively, fatigue crack propagation rate in welded material is lowest.

Investigation of Bottom Cracks in the Carbonated Poly(ethylene terephthalate) Bottle

  • Pae, You-Lee;Nah, Chang-Woon;Lyu, Min-Young
    • Elastomers and Composites
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    • 제38권4호
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    • pp.354-362
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    • 2003
  • The use of a petaloid design for the bottom of carbonated poly(ethylene terephthalate)(PET) bottles is widely spread. This study investigated the causes of bottom cracks. The tensile yield stress variations of PET according to the crystallinity and stretch ratio were examined, then the stretch ratio and strength in the bottom area of a blown bottle were analyzed. A crack test was also performed to observe the cracking phenomena. The distribution of the effective stress and maximum principal stress were both examined using computer simulation to seek the influence of the bottom design on crack. It was concluded that the bottom cracks occurred because of inadequate material strength due to the insufficient stretching of PET, plus the coarse design of a petaloid bottom. The stretch ratio at the bottom during bottle blowing should be higher than the strain hardening point of PET to produce enhanced mechanical strength. The cracks in the bottom of the PET bottles occurred through crazing below the yield stress. The maximum principal stress was higher in the valleys of the petaloid bottom than in the rest bottom area, and the maximum principal stress had a strong effect on the cracks.

강박스거더교의 응력분배 거동에 관한 실측연구 (An Experimental Study on the Stress Distribution in Steel Box Girder Bridge)

  • 이성행;김경남;손영상;박태균;정경섭
    • 한국강구조학회 논문집
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    • 제20권1호
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    • pp.9-20
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    • 2008
  • 강박스거더교 다이아프램부에 있어서 경제적이고 합리적인 설계가 요망되어 진다. 본 연구에서는 시공중인 4경간 강박스거더교에서 콘크리트 상판 타설 시와 차량재하 시에 응력을 측정한다. 측정 결과는 지점부 다이아프램부와 중앙부에서 응력분배를 연구하기 위하여 분석된다. 다이아프램부 수직보강재의 높이별 응력과 이와 같은 높이의 다이아프램부 응력을 정리하고, 이들 결과를 분석하여 적정 수직보강재 길이의 효율성을 판단한다. 또한 다이아프램부 3조의 수직보강재 각각의 응력을 분석하고, 콘크리트 경화 후 차량 재하 시와 시에 따른 응력비를 산출하여 다이아프램부 설계합리화 연구의 기본 자료로 수립하고자 한다.

In situ horizontal stress effect on plastic zone around circular underground openings excavated in elastic zones

  • Komurlu, Eren;Kesimal, Ayhan;Hasanpour, Rohala
    • Geomechanics and Engineering
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    • 제8권6호
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    • pp.783-799
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    • 2015
  • In this study, effect of horizontal in situ stress on failure mechanism around underground openings excavated in isotropic, elastic rock zones is investigated. For estimating the plastic zone occurrence, an induced stress influence area approach (Bray Equations) was modified to define critical stress ratio according to the Mohr-Coulomb failure criterion. Results obtained from modified calculations were compared with results of some other analytical solutions for plastic zone thickness estimation and the numerical modelling (finite difference method software, FLAC2D) study. Plastic zone and its geometry around tunnels were analyzed for different in situ stress conditions. The modified equations gave similar results with those obtained from the other approaches. However, safer results were calculated using the modified equations for high in situ stress conditions and excessive ratio of horizontal to vertical in situ stresses. As the outcome of this study, the modified equations are suggested to use for estimating the plastic zone occurrence and its thickness around the tunnels with circular cross-section.