• 제목/요약/키워드: Initial stress condition

검색결과 253건 처리시간 0.025초

굽힘하중의 받는 외팔보의 변동하중에 대한 균열진전 거동 (Crack Propagation Behavior for Variable Load in Cantilever Beam under Bending Load)

  • 김엽래
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 1998년도 춘계학술대회 논문집
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    • pp.178-183
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    • 1998
  • This paper examines the crack growth behavior of 7075-T651 and 5052-H32 aluminum alloys for variable load within tensile load range condition. The cantilever beam type specimen with a chevron notch is used in this study. The crack growth and closure are investgated by compliance method. The applied initial stress ratio is R=0.3 and variable load are R=0.65, 0.46. Crack length, stress intensity factor range, ratio of effective stress intensity factor range and crack growth rate etc. are inspected with fracture mechanics estimate.

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A semi-analytical solution to spherical cavity expansion in unsaturated soils

  • Tang, Jianhua;Wang, Hui;Li, Jingpei
    • Geomechanics and Engineering
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    • 제25권4호
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    • pp.283-294
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    • 2021
  • This paper presents a rigorous solution for spherical cavity expansion in unsaturated soils under constant suction condition. The hydraulic behavior that describes the saturation-suction relationship is modeled by a void ratio-dependent soil-water characteristic curve, which allows the hydraulic behavior to fully couple with the mechanical behavior that is described by an extended critical state soil model for unsaturated soil through the specific volume. Considering the boundary condition and introducing an auxiliary coordinate, the problem is formulated to a system of first-order differential equations with three principal stress components and suction as basic unknowns, which is solved as an initial value problem. Parameter analyses are conducted to investigate the effects of suction and the overconsolidation ratio on the overall expansion responses, including the pressure-expansion response, the distribution of the stress components around the cavity, and the stress path of the soil during cavity expansion. The results reveal that the expansion pressures and the distribution of the stress components in unsaturated soils are generally higher than those in saturated soils due to the existence of suction.

건식조건하(乾式條件下)에서 회주철(灰鑄鐵)의 로링마모(磨耗)에 관(關)한 연구(硏究) (Study on the Wear Characteristics of Gray Cast Iron under Dry Rolling Condition)

  • 최창옥;김동윤
    • 한국주조공학회지
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    • 제3권2호
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    • pp.92-99
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    • 1983
  • This study has been carried out to investigate into the difference of rolling life and rolling wear characteristics for various gray cast iron under unlubricated dry rolling condition by amsler type wear test with 9.09% sliding.The results obtained from this study are summerized as follows: 1) It has been found that the amount of rolling wear id decreased when tensile strength and hardness are low, and then the rolling life up to generation of abnormal wear is conspicuously increased. 2) At the given condition the amount of rolling wear has been found to decrease as carbon equivalent of gray cast iron increases and resistance of crack propagation is an important factor on improvement of wear characteristics. 3) The amount of rolling wear is increased with increasing rolling revolution and wear of gray cast iron under dry rolling condition is characterized by three modes; initial wear, stationary wear and abnormal wear. 4) It has been found that the amount of rolling wear is increased with increasing maximum compressive stress and extremely increased when maximum compressive stress is over 59.1kg.f/mm.

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막구조의 초기형상 및 재단도 결정알고리즘에 관한 연구 (A Study on the Shape Finding and Patterning Procedures for Membrane Structures)

  • 한상을;이경수;이상주;유용주
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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    • pp.298-305
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    • 1998
  • The purpose of this study is to propose the method of determining the initial fabric membrane structures surface and membrane patterning procedures. Tension structure, such as, fabric membrane structures and cable-net, is stabilized by their initial prestress and boundary condition. The process to find initial structural overall shape of tension structures produced by initial prestress called Shape Finding or Shape Analysis. One of the most important factor for the design of membrane structures is to search initial smooth surface, because unlike steel or concrete building elements which resist loads in bending, all tension structure forces are carried within the surface by membrane stress or cable tension. To obtain initial surface of fabric membrane element in large deformation analysis, the membrane element is idealized as cable using a technique with Force-density method. and that result is compared with well-known nonlinear numerical method, such as Newton-raphson method and Dynamic relaxation method. The shape resulting from Force-density method has been dealt with as the initial membrane shape and used patterning procedures.

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잔류응력과 초기변형을 고려한 송전철탑의 비선형 극한거동에 관한 해석적 연구 (Study on Ultimate Behavior of Steel Transmission Tower with Residual Stress and Initial Imperfection)

  • 장진원;김승준;박종섭;강영종
    • 한국강구조학회 논문집
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    • 제20권3호
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    • pp.421-435
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    • 2008
  • 본 논문에서는 잔류응력과 초기변형을 고려한 비선형 해석을 실시하여 송전철탑의 극한거동을 분석하였다. 송전철탑 전체 해석 모델링에 주주재, 수평재 및 1차 사재는 보(Beam)요소를 사용하였고, 기타 사재 및 보조재는 트러스(Truss)요소를 사용하였으며 구조해석프로그램 ABAQUS(2004)를 사용하였다. ABAQUS Imperfection 옵션 및 Initial condition 옵션을 사용한 초기변형 및 잔류응력 적용의 적절성을 평가하고자 판(Plate & Shell)요소 부재모델과 보요소 부재모델의 해석결과를 비교분석하였다. 보요소와 트러스 요소를 적용한 송전철탑 전체모델의 비선형 해석결과 ${P-{\triangle}}$효과로 인하여 철탑 하부 각재부 주요 부재에 좌굴파괴가 발생하였다. 본 연구에서는 구조물의 안전성에 영향을 미치는 비선형 해석인자 즉 잔류응력과 초기변형의 정도에 따른 안전성 저하값을 정량적으로 평가하여 제시하고 있다. 그러므로, 본 연구의 결과는 실제 송전철탑의 파괴극한거동에 가까운 설계법, 해석법 및 시공법 정립에 크게 기여할 것으로 판단된다.

반복 하중을 받는 구조용재료의 파단전누설 ( LBB ) 조건에 관한 연구 ( Study on the LBB Conditions of Structure Material under Cyclic Load )

  • 남기우;코토지안도
    • 수산해양기술연구
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    • 제26권4호
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    • pp.380-386
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    • 1990
  • The high stress, low cycle fatigue test were carried out on HT80 plates with artificial part-through notch. The LBB conditions by the net section stress approach was examined in detail. Finite element methods for the state of deformation were also applied and the results were compared with the results from experiments. From the test results, it was noted that the LBB condition in fatigue test was dependent upon the maximun load change before and after the crack penetration. The LBB criterion By the net section stress approach were slightly dependent on initial crack size. It was shown that the state of deformation can be used to predict whether the component is likely to show LBB condition or they will be broken rapidly.

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플라스틱 사출인장시편의 단순인장시험 및 선형구조해석 (Linear Structural Analysis and Simple Tensile Test of Plastic Injection Molding Tensile Specimen)

  • 이도명;한병기;이성희
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2006년도 춘계학술대회 논문집
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    • pp.230-233
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    • 2006
  • In this study, the effects of residual stress induced by plastic injection molding process on the tensile behavior of plastic tensile test specimen were investigated. To manufacture plastic tensile test specimens, an injection mold based on the international standard system was designed and made. Cavity pressure and temperature sensors were installed inside of the presented mold to monitor pressure and temperature values during the cycle of injection molding. Injection molding simulation was performed with the same condition of experiment and linear structural tensile analysis was also performed with the initial condition of the residual stress. It was shown that the residual stress induced by injection molding has an effect on the experiment of tensile test and linear structural tensile simulation.

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사출성형 디스크의 진동특성 향상을 위한 공정조건 제어 (Control of Processing Conditions for Improvement of vibration Characteristics of Injection Molded Disk)

  • 신효철;남지근
    • 대한기계학회논문집A
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    • 제30권6호
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    • pp.615-621
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    • 2006
  • Increased application of optical disks requires more improved dynamic stability of rotating disks. In this study, a new concept of controlling the processing conditions of injection molded disks was developed to improve vibration characteristics. The critical speed, which shows stiffness and dynamic stability of disk, is affected by the residual stress distribution; this varies as functions of distance from the gate and processing condition. The critical speed of disk was calculated with the initial stress taken into consideration, which was determined from injection molding simulation. Choosing melt temperature, mold temperature, filling speed and packing pressure as design parameters, critical speed is maximized with the method of response surface. It is shown that the stability of injection molded disk has been improved for the new condition obtained as a result of the study proposed.

사출성형과정의 잔류응력을 고려한 표준인장시편의 선형구조해석 (Linear Structural Analysis of Standard Plastic Tensile Specimen with Residual Stress Induced by Injection Molding)

  • 이도명;한병기;이성희
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.579-580
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    • 2006
  • In this study, an injection mold of tensile test specimen was manufactured by international standard. Pressure and temperature in the cavity of the injection mold was measured by sensors. Simulation of injection molding process was performed with the same condition of experiment and linear structural tensile analysis was also performed with the initial condition of the residual stress induced by injection molding analysis. Normalized elastic coefficient of tensile test was compared with that of structural analysis. It was shown that the residual stress induced by injection molding has an effect on both the experiment of tensile test and linear structural analysis.

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Spherical cavity expansion in overconsolidated unsaturated soil under constant suction condition

  • Wang, Hui;Yang, Changyi;Li, Jingpei
    • Geomechanics and Engineering
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    • 제29권1호
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    • pp.1-11
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    • 2022
  • A semi-analytical solution to responses of overconsolidated (OC) unsaturated soils surrounding an expanding spherical cavity under constant suction condition is presented. To capture the elastoplastic hydro-mechanical property of OC unsaturated soils, the unified hardening (UH) model for OC unsaturated soil is adopted in corporation with a soil-water characteristic curve (SWCC) and two suction yield surfaces. Taking the specific volume, radial stress, tangential stress and degree of saturation as the four basic unknowns, the problem investigated is formulated by solving a set of first-order ordinary differential equations with the help of an auxiliary variable and an iterative algorithm. The present solution is validated by comparing with available solution based on the modified Cam Clay (MCC) model. Parametric studies reveal that the hydraulic and mechanical responses of spherical cavity expanding in unsaturated soils are not only coupled, but also affected by suction and overconsolidation ratio (OCR) significantly. More importantly, whether hydraulic yield will occur or not depends only on the initial relationship between suction yield stress and suction. The presented solution can be used for calibration of some insitu tests in OC unsaturated soil.