• 제목/요약/키워드: Initial Modulus

검색결과 327건 처리시간 0.022초

초기치를 갖는 비동질무한영역의 해석을 위한 비례경계무한요소법 (Infinite element for the scaled boundary analysis of initial valued non-homogeneous elastic half space)

  • 이계희
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.259-264
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    • 2007
  • In this paper, to analyze the initial valued non-homogeneous elastic half space by the scaled boundary analysis, the infinite element approach was introduced. The free surface of the initial valued non-homogeneous elastic half space was mode1ed as a circumferential direction of boundary scaled boundary coordinate. The infinite element was used to represent the infinite length of the free surface. The initial value of material property(elastic modulus) was considered by the combination of the position of the sealing center and the power function of the radial direction. By use of the mapping type infinite element, the consistent e1ements formulation could be available. The performance and the feasibility of proposed approach are examined by two numerical examples.

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Measurement of Complex Modulus of Acoustic Materials by Using Transfer Function Method

  • Kim, Hyun-Sil;Kim, Jae-Seung;Kang, Hyun-Joo;Kim, Bong-Ki;Kim, Sang-Ryul
    • The Journal of the Acoustical Society of Korea
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    • 제21권1E호
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    • pp.12-17
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    • 2002
  • Two improvements are discussed in measurement of the complex Young's modulus of the acoustic materials by using the transfer function method. It is found that the accelerometer misalignment might result in the severe measurement error, particularly in high frequency range. The supporting structure is modified to attach the upper and lower accelerometers along the vertical axis. Secondly, the method fur solving the equation associated with wave model is described. The solution of the lumped mass-spring model is chosen as the starting value for low frequency range, while in the mid and high frequency, the solution to the previous frequency step is used as the initial values. Measurements are done for hard and soft rubber specimens. It is shown that the erroneous peaks in the transfer function, due to the measurement error, cause highly incorrect Young's modulus and loss factors.

An elastoplastic bounding surface model for the cyclic undrained behaviour of saturated soft clays

  • Cheng, Xinglei;Wang, Jianhua
    • Geomechanics and Engineering
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    • 제11권3호
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    • pp.325-343
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    • 2016
  • A total stress-based bounding surface model is developed to predict the undrained behaviour of saturated soft clays under cyclic loads based on the anisotropic hardening modulus field and bounding-surface theories. A new hardening rule is developed based on a new interpolation function of the hardening modulus that has simple mathematic expression and fewer model parameters. The evolution of hardening modulus field is described in the deviatoric stress space. It is assumed that the stress reverse points are the mapping centre points and the mapping centre moves with the variation of loading and unloading paths to describe the cyclic stress-strain hysteresis curve. In addition, by introducing a model parameter that reflects the accumulation rate and level of shear strain to the interpolation function, the cyclic shakedown and failure behaviour of soil elements with different combinations of initial and cyclic stresses can be captured. The methods to determine the model parameters using cyclic triaxial compression tests are also studied. Finally, the cyclic triaxial extension and torsional shear tests are performed. By comparing the predictions with the test results, the model can be used to describe undrained cyclic stress-strain responses of elements with different stress states for the tested clays.

공내재하시험기를 이용한 미소변형 전단탄성계수 측정 (Measurement of Small-Strain Shear Modulus Using Pressuremeter Test)

  • 김동수;박재영;이원택
    • 한국지반공학회지:지반
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    • 제13권4호
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    • pp.109-120
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    • 1997
  • 공용하중 상태에서 지반이 경험하는 변형률 크기는 0.1~1% 미만임이 밝혀지고 있다. 변형특성을 보다 엄밀히 평가하기 위하여는 미소변형률 영역에서의 신뢰성 있는 변형측정이 가능한 현장시험기기의 개발이 필요하다. 본 연구의 목적은 공내째하시험기(PMT)를 사용하여 지반의 미소변형률 전단탄성계수를 측정하는 것이다. 공내재하시험에서 시추공 설치에 따른 주위 지반의 교란효과를 제거하기 위하여 초기 하중재하단계가 아닌 역재하-재재하 단계에서 PMT 주위지 반의 응력상태 및 변형률 크기를 고려하여 미소변형률 잔단탄성계수를 결정하였다. 실내 토조에서 성형한 모래시료와 화강풍화토 현장지반에서 시험을 수행하였으며,시험결과로부터 본 연구 에서 사용한 PMT시험은 변형률 크기 10-2%~0.5% 범위에서 신뢰성 있는 전단탄성계수 측정이 가능하였다. 또한 변형률 크기를 고려하여 다른 실내외시험에서 결정된 전단탄성계수와 비교 하면 서로 잘일치하는 결과를 얻을 수 있었다.

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과압밀비와 함수비를 고려한 실트질 사질토 지반의 강도 및 변형 특성 (Strength and Stiffness of Silty Sands with Different Overconsolidation Ratios and Water Contents)

  • 김현주;이경숙;이준환
    • 한국지반공학회논문집
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    • 제21권9호
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    • pp.53-64
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    • 2005
  • 지반설계에 있어 지반거동은 일반적으로 단순화된 선형탄성이나 완전소성으로 간주되어 적용되고 있으나, 비선형 응력-변형률 거동, 응력이력 및 함수비 등의 현장 지반조건 또한 정밀한 지반설계를 위해서는 적절히 반영되어야 한다. 본 연구에서는 삼축압축시험과 공진주시험을 포함한 일련의 실내시험을 통하여 실트함유량, 상대밀도, 응력상태등 다양한 지반조건과 과압밀비 및 함수비의 변화와 같은 현장 지반조건을 고려하여 사질토의 강도 및 강성도 특성을 분석하였다. 그 결과 최대전단강도 및 초기전단탄성계수에 대한 과압밀의 영향은 미소하게 나타났으나, 초기 미소변형률 이후부터 파괴까지의 비선형 탄성구간에서는 과압밀의 영향이 무시할 수 없는 영향인자임을 확인할 수 있었다. 함수비의 경우 구속압과 상대밀도가 낮은 경우 함수비가 증가함에 따라 초기전단탄성계수는 세립분 증가와 함께 감소하였으며, 구속압이 증가할수록 함수비의 영향은 감소하였다.

Nylon 6 Film의 압력결정화에 의한 미세구조 변화 (A Study on the Fine Sturcture of Nylon 6 Films by Crysallization under Pressure)

  • Park, Myung Soo;Lee, Chul Soo;Gu, Ja Gil
    • 한국염색가공학회지
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    • 제8권6호
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    • pp.1-8
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    • 1996
  • The crystal structures of Nylon 6 films with the changes of pressure, temperature, and the processing time were examined. The accompanying physical property changes such as the weight fraction, the crystallinity, the crystal size, the initial modulus, and the thermal properties, gives the following results. When the sample is processed at 16$0^{\circ}C$, the weight fraction is not changed significantly with varying pressure. However, at 18$0^{\circ}C$ a significant change of the weight fraction was found with increasing pressure above 5 ton/in$^{2}$ so as to increase the crysallinity. As long as the ct transition is concerned we found that it begins from 14$0^{\circ}C$ and is completed at 18$0^{\circ}C$ and 9 ton/$in^{2}$ of pressure with the processing time of 120 min. The increase of the initial modulus is believed to be due to the increase of the number of the tie chains and the tension resulting from the change of the crystal size in the direction perpendicular to the direction of the applied pressure. The meltiong point change is due to the pressurized crystallization was not observed.

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가호조건에 따른 정련포의 물성변화 (The Mechanical Properties of Scoured Fabrics Under Various Conditions)

  • 박명수
    • 한국염색가공학회지
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    • 제20권3호
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    • pp.1-7
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    • 2008
  • Three kinds of 135D/108F ITY were produced from raw yam 85D/72F + SDY 50D/36F with. interlacing pressure $1.5kg/cm^2$, $2.5kg/cm^2$, $3.5kg/cm^2$ respectively. 72 kinds of sized yams were manufactured from three ITYs by altering sizing speed, sizing temperature and sizing tension. The mechanical characteristics of 72 kinds of plain fabrics which were woven using the sized yam as a warp were analyzed after scouring. The initial modulus of scoured fabric responded sensitively to the sizing speed in high tension. The WT of scoured fabric recorded the. highest1n the conditions of sizing tension 30g, and air pressure $2.5kg/cm^2$ in interlacing treatment. When sizing temperature was high, the WT value appeared low, but when sizing speed was high, the WT value was much affected by air pressure in interlacing raw yam. The MIU value of fabric according to sizing tension variations increased up to sizing tension 40g, but decreased above it. The bulk density decreased up to sizing tension 30-40g, but increased above it. In addition, the bulk density decreased as sizing temperature increased.

A new strain-based criterion for evaluating tunnel stability

  • Daraei, Ako;Zare, Shokrollah
    • Geomechanics and Engineering
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    • 제16권2호
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    • pp.205-215
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    • 2018
  • Strain-based criteria are known as a direct method in determining the stability of the geomechanical structures. In spite of the widely use of Sakurai critical strain criterion, it is so conservative to make use of them in rocks with initial plastic deformation on account of the considerable difference between the failure and critical strains. In this study, a new criterion has been developed on the basis of the failure strain to attain more reasonable results in determining the stability status of the tunnels excavated in the rocks mostly characterized by plastic-elastic/plastic behavior. Firstly, the stress-strain curve was obtained having conducted uniaxial compression strength tests on 91 samples of eight rock types. Then, the initial plastic deformation was omitted making use of axis translation technique and the criterion was presented allowing for the modified secant modulus and by use of the failure strain. The results depicted that the use of failure strain criterion in such rocks not only decreases the conservativeness of the critical strain criterion up to 42%, but also it determines the stability status of the tunnel more accurately.

연신비를 달리한 Polypropylene filament의 건열처리에 따른 구조와 물성에 관한 연구 (A Study On the Structure and Mechanical Properties of Polypropylene filament treated with Dry heat treatment at Different draw ratio)

  • 이은우;조인술
    • 한국산업융합학회 논문집
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    • 제2권2호
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    • pp.61-68
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    • 1999
  • The variety of crystalline structure and mechanical properties of PP filament treated with dry heat treatment at different draw ratio has been studied. Crystalline structure and mechanical properties of annealed PP filament at different draw ratio has been examined by XRD, UTM, and density method. Heat treatment has been carried out $100^{\circ}C$, $120^{\circ}C$ $140^{\circ}C$ for 30min. in dry oven. From the results of this study, it found the following facts. It was found that the crystallinity and crystallite size of (110) plane of sample were increased with increasing of annealed temperature and draw ratio. The crystalline form of annealed sample which was undrawn showed ${\alpha}$, ${\beta}$ mixing form below $120^{\circ}C$ and showed ${\alpha}$ form at $140^{\circ}C$. But the crystalline form of annealed sample which was drawn showed ${\alpha}$ form at $120^{\circ}C$. Initial modulus and tensile strength were increased with increasing of annealing temperature, and the degree of orientation was decreased with decreasing of annealing temperature.

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가호조건에 따른 호부사의 물성변화 (The Physical Properties of Sizing Yarn According to Sizing Condition)

  • 박명수
    • 한국염색가공학회지
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    • 제16권3호
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    • pp.31-38
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    • 2004
  • Polyester fabrics, which is a major product in Daegu and Kyungbuk district, recently have a frequent warp streak phenomenon of sizing textiles for peach skin. So, this paper intensively focuses on the analysis of finding causes of poor products which may be produced in the process of sizing. Depending on the changes of sizing yarn's physical characteristic varying on sizing conditions, results of the research are as followed. 1. Sizing add-on rate, following tension changes of originally supplied yarn in sizing, does not fluctuate until 30g sizing tension, but marks high on the increase of sizing speed. 2. Sizing add-on amount increases approximately by 2.5% when interlacing pressure is raised from 1.5kg/$cm^2$ to 3.5kg/$cm^2$ at $130^{\circ}C$ sizing temperature. 3. Following the increase of sizing tension from 10g to 50g, boiling shrinkage rate of desizing yarn changes approximately from 7% to 11%. But the more sizing temperature and speed increases, the bigger the change rate becomes. 4. The thermal stress of desizing yarn is sensitively influenced by sizing tension in the sizing degree of above $130^{\circ}C$. 5. The deviation rate of sizing yarn's initial modulus value, which is influenced by air pressure in interlacing raw yarn, marks the highest at 40g and 50g strength.