• Title/Summary/Keyword: stress contour

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Constitutive equation and damping function for entangled polymers

  • Osaki, Kunihiro
    • Korea-Australia Rheology Journal
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    • v.11 no.4
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    • pp.287-291
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    • 1999
  • The tube model theory of entangled polymer presumes that the polymer chain holds its equilibrium contour length under certain conditions of flow; at times longer than a certain characteristic time, ${\tau}_k$, in the stress relaxation process following any flow history; in steady flow of rates smaller than ${{\tau}_k}^{-1}$; etc. Rheological phenomena associated with this presumption are discussed.

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Determination of Stress Intensity Factors for Interface Cracks in Dissimilar Materials Using the RWCIM (상반일 등고선 적분법을 이용한 이종재 접합계면 균열의 응력강도계수 결정)

  • 조상봉;정휘원;김진광
    • Journal of the Korean Society for Precision Engineering
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    • v.17 no.5
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    • pp.180-185
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    • 2000
  • An interface V-notched crack problem can be formulated as a eigenvalue problem. there are the eigenvalues which give stress singularities at the V-notched crack tip. The RWCIM is a method of calculating the eigenvector coefficients associated with eigenvalues for a V-notched crack problem. Obtaining the stress intensity factors for an interface crack in dissimilar materials is examined by the RWCIM. The results of stress intensity factors for an interface crack are compared with those of the displacement extrapolation method by the BEM

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Residual Stress Analysis of New Rails Using Contour Method (굴곡측정법을 이용한 신 레일의 잔류응력 분석)

  • Song, Min Ji;Choi, Wookjin;Lim, Nam-Hyoung;Kim, Dongkyu;Woo, Wanchuck;Lee, Soo Yeol
    • Journal of The Korean Society For Urban Railway
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    • v.6 no.4
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    • pp.393-399
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    • 2018
  • It is well recognized that residual stresses of the rails, generated from the manufacturing process including roller straightening and heat treatment, play an important role in determining fatigue and fracture properties of the rails. Thus, it has been a challenge to measure the residual stresses accurately. In this work, contour method was employed to evaluate the residual stresses existing in interior of the rails. The cross section perpendicular to the longitudinal direction of the rail was cut at a very slow rate using electric discharge machining (EDM), after which a laser-based flexural measuring instrument enabled us to precisely measure the flection of the cross section. The measured data were converted into the residual stresses using the commercial finite element package, ABAQUS, through a user-defined element (UEL) subroutine, and the residual stresses of the new rails (50N, KR60, UIC60) with three different specifications were compared.

On Computation of the Stress Intensity Factors in the V-Notched Plates using a contour integral method (경로적분법 을 이용한 V-노치 평판 의 응력확대계수 계산)

  • 김진우;김선덕;홍창선
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.8 no.3
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    • pp.232-240
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    • 1984
  • The plane elastostatic boundary value problem with the sharp V-notched singularity is formulated by a contour integral method for determining numerically the stress intensity factors. The integral formula is based on Somigliana type of reciprocal work in terms of displacement and traction vectors on the plate boundary. The characteristic singular solutions can be identified on the basis of traction free boundary conditions of two radial notch edges. Two numerical example examples are treated in detail; a symmetric mode-I type of notched plate with various interior angles and a mixed mode type of cantilever subjected to end shear.

Pre- and Post Processing System on Prediction Analysis of Thermal Stress in Mass Concrete Structure (매스콘크리트의 온도균열 예측해석에서의 전후처리 시스템 개발에 관한 연구)

  • 김유석;강석화;박칠림
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.04a
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    • pp.270-274
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    • 1996
  • Until recently pre & post-processing of finite element model has been heavily relied on expensive graphic peripheral devices. But today, with the aid of inexpensive microcomputers, very effective pre & postprocessor graphics has been developed. In this study, Pre & Post processor(MASSPRE, MASSPOST) of prediction analysis of thermal stress in mass concrete structure is developed. The developed pre & post processors are raise to the efficiency in making input data for the main program and analysis of the results produced by the main program. This MASSPOST presents a stress contour graph, volume slice, time-temperature history graph, time-stress history graph, etc.

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Prediction of Peak Ground Acceleration Generated from the 2017 Pohang Earthquake (2017년 포항지진으로 인하여 발생된 최대지반가속도 (PGA)예측)

  • Jee, Hyun Woo;Han, Sang Whan
    • Journal of the Earthquake Engineering Society of Korea
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    • v.22 no.3
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    • pp.211-217
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    • 2018
  • The Pohang earthquake with a magnitude of 5.4 occurred on November 15, 2018. The epicenter of this earthquake located in south-east region of the Korean peninsula. Since instrumental recording for earthquake ground motions started in Korea, this earthquake caused the largest economic and life losses among past earthquakes. Korea is located in low-to moderate seismic region, so that strong motion records are very limited. Therefore, ground motions recorded during the Pohang earthquake could have valuable geological and seismological information, which are important inputs for seismic design. In this study, ground motions associated by the 2018 Pohang earthquake are generated using the point source model considering domestic geological parameters (magnitude, hypocentral distance, distance-frequency dependent decay parameter, stress drop) and site amplification calculated from ground motion data at each stations. A contour map for peak ground acceleration is constructed for ground motions generated by the Pohang earthquake using the proposed model.

A Study on Energy Release Rate for Interface Cracks in Anisotropic Dissimilar Materials (이방성 이종재 접합계면 균열의 에너지 해방률에 관한 연구)

  • Kim, Jin-Gwang;Jo, Sang-Bong
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.25 no.11
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    • pp.1835-1843
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    • 2001
  • The energy release rate for an interface crack in anisotropic dissimilar materials was obtained by the eigenfunction expansion method and also was analyzed numerically by the reciprocal work contour integral method. It was shown that the results for orthotropic dissimilar materials are consistent with the other worker's results.

An Evaluation of Influencing Parameters on Biaxial Bending Moment Strength of Reinforced Concrete Columns (철근 콘크리트 기둥의 2축휨 강도에 영향을 미치는 변수 고찰)

  • Yoo, Suk-Hyung;Bahn, Byong-Youl;Shin, Sung-Woo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.7 no.2
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    • pp.239-246
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    • 2003
  • In the PCA Load Contour Method, the biaxial bending design coefficient of columns(${\beta}$) is based on the equivalent rectangular stress block (RSB). And coefficient of ${\beta}$ estimates the reinforcement index to be a influencing parameter on biaxial moment strength of RC columns without considering the arbitrary condition of bar arrangement. The experimental results of high strength concrete (HSC) columns subjected to combined axial load and biaxial bending moment were compared to the analysis results of RSB method. As result, the accuracy of RSB method is still acceptable for HSC columns and, as the reinforcement is placed densely in each corner of column section, the ${\beta}$ is decreased.

Application of the Reciprocal Work Contour Integral Method to the Analysis of Eigenvector Cofficients for V-notched Cracks in Anistropic Dissimilar Materials (이방성 이종재 V-노치 균열의 고유벡터계수 해석에 대한 상반일 경로 적분법의 적용)

  • Jo, Sang-Bong;No, Hong-Rae
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.25 no.9
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    • pp.1368-1375
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    • 2001
  • This paper examines that it is possible to apply RWCIM for determining eigenvector coefficients associated with eigenvalues for V-notched cracks in anisotropic dissimilar materials using the complex stress function. To verify the RWCIM algorithm, two tests will be shown. First, it is performed to ascertain whether predicted coefficients associated with eigenvectors are obtained exactly. Second, it makes an examination of the state of stresses for FEM and RWCIM according to a number of eigenvectors at a location far away from the v-notched crack tip.

Thermal Stress Analysis of Ramjet Dome Port Part (램제트 돔 포트 부의 열응력 해석)

  • Kim, Seung-Joong;Choi, Young-Jin;Lee, Young-Shin;Kim, Jae-Hoon;Koo, Song-Hoe
    • Proceedings of the KSME Conference
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    • 2004.04a
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    • pp.716-721
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    • 2004
  • In this study, dome port bringing up for discussion where the ramjet occurs in flying it presents the tendency of distribution of thermal contour due to temperature and pressure. It is assumed that the material of ramjet is steel for the ease of result analysis. It applied matrial property which it follows by temperature and input boundary condition that changing temperature and pressure on each region by time difference for transient analysis. Thermal analysis region is decided until dome port part is separated and operate analysis in 0.5 second. Finally we draw tendency of thermal contour in ramjet dome port part by temperature and pressure.

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