• Title/Summary/Keyword: 진응력

Search Result 363, Processing Time 0.034 seconds

A Study on the Structual Integrity of Stress Concentration Region Caused by Welding Discontinuity for Construction of 9 % Ni Steel of LNG Storage Tank Internal (9% Ni강 LNG 저장탱크 내조의 시공에 따른 용접부의 불연속으로 인한 응력 집중부 구조 건전성에 대한 연구)

  • Lee, Young-Min;Lee, Young-Shin;Lee, Sung-Jin;Kim, Young-Kyun
    • Proceedings of the Computational Structural Engineering Institute Conference
    • /
    • 2011.04a
    • /
    • pp.579-582
    • /
    • 2011
  • 본 논문에서는 9 % Ni강 LNG 저장탱크 조사를 통해서 유한요소해석을 수행하여 구조건전성을 평가하였으며 실용에서 활용할 수 있는 자료를 제시하였다. 과거의 LNG 저장탱크의 설계는 2차원 선에서만 유한요소해석이 수행되었으나 보다 진보된 하드웨어와 소프트웨어의 발전으로 3차원 유한요소해석이 가능케 되었다. 본 연구에서는 9 % Ni 강 LNG 저장탱크 내조의 정적 구조 해석이 상용 유한 요소 해석 프로그램인 ABAQUS를 통해 수행되었다. LNG 저장 탱크 내조 시공 시 용접부 형상을 참고하여 용접부 모델을 고려한 해석을 각각 수행하였다. 용접부의 탄성계수의 변화를 통하여 최대응력과 최대변위를 계산하였다. 실제 LNG tank의 운용 시 발생하는 하중은 자중과, 수두 압과, 온도차에 의한 열응력이며 이들이 복합적으로 작용하였을 시, 용접선을 고려하지 않은 모델에 대해서는 최대응력이 207 MPa이며, 동일 조건에서 용접선을 포함한 모델에 대해 해석을 수행한 결과로서 최대응력이 그보다 약 100 MPa 정도 상승한 결과가 나타났다. 하중조건에서 온도차에 의한 열응력을 고려함과 고려하지 않음을 비교함으로서 실제 열응력에 대해서는 내조에 큰 영향을 미치지 않음을 확인하였다.

  • PDF

Formulation of Failure Strain according to Average Stress Triaxiality of Low Temperature High Strength Steel (EH36) (저온용 고장력강(EH36)의 평균 응력 삼축비에 따른 파단 변형률 정식화)

  • Choung, Joonmo;Nam, Woongshik
    • Journal of Ocean Engineering and Technology
    • /
    • v.27 no.2
    • /
    • pp.19-26
    • /
    • 2013
  • Stress triaxiality is recognized as one of the most important factors for predicting the failure strain of ductile metals. This study dealt with the effect of the average stress triaxiality on the failure strain of a typical low-temperature high-strength marine structural steel, EH36. Tensile tests were carried out on flat specimens with different notches, from relatively smooth to very sharp levels. Numerical simulations of each specimen were performed by using ABAQUS. The failure initiation points in numerical simulations were identified from a comparison of the engineering stress vs. strain curves obtained from experiments with simulated ones. The failure strain curves for various dimensionless critical energy levels were established in the average stress triaxiality domain and compared with the identified failure strain points. It was observed that most of the failure initiation points were approximated with a 100% dimensionless critical energy curve. It was concluded that the failure strains were well expressed as a function of the average stress triaxiality.

Fatigue Crack shape Variations by a Residual Stress and Fatigue Life Predition (잔류응력에 의한 피로균열면 형상변화 및 수명예측)

  • 강용구;서창민;박원종
    • Journal of Ocean Engineering and Technology
    • /
    • v.7 no.2
    • /
    • pp.68-78
    • /
    • 1993
  • Fatigue crack shape variation by a residual stress during crack growth and life predition are studied. An analytical method is presented to predict the influence of a residual stress due to heattreatment on crack shape variations. Computer simulation results using this me thod are graphically shown that crack growth rate to surface direction are decreased due to compressive residual stress exisiting in surface area. These results are commpared with experimental results. The fatigue life is also predicted by computer simulation of crack aspect ratio variation which is based on the surface crack length increment per unit cycle calculated from a-N diagram. Predited life is about 12 percent lower than experimental life.

  • PDF

Consideration on Effects of Mesh Systems on True Stress-Strain Acquisition Method over a Large Range of Strains by Tensile Test and Finite Element Method (유한요소망이 인장시험과 유한요소법을 이용한 진응력-진변형곡선 획득 기법에 미치는 영향에 관한 고찰)

  • Kim, Hong-Tae;Eom, Jae-Gun;Choi, In-Su;Lee, Min-Cheol;Joun, Man-Soo
    • Proceedings of the KSME Conference
    • /
    • 2007.05a
    • /
    • pp.808-813
    • /
    • 2007
  • We present the numerical characteristics of a new true stress-strain curve acquisition method over a large range of strains by the tensile test and a finite element method through comparing the results obtained by various finite element mesh systems. The method is introduced in detail. The effects of the finite element mesh systems on the results are investigated to show its numerical characteristics of the new method. It is shown that the method is quite robust, implying that it can be used as a special function of the tensile test machines.

  • PDF

Enhanced Spherical Indentation Techniques for Rubber Property Evaluation (향상된 구형압입 고무 물성평가법)

  • Hwang, Kyu-Min;Oh, Jopng-Soo;Lee, Hyung-Yil
    • Transactions of the Korean Society of Mechanical Engineers A
    • /
    • v.33 no.12
    • /
    • pp.1357-1365
    • /
    • 2009
  • In this study, we enhance the numerical approach of Lee et al.$^{(1)}$ to spherical indentation technique for property evaluation of hyper-elastic rubber. We first determine the friction coefficient between rubber and indenter in a practical viewpoint. We perform finite element numerical simulations for deeper indentation depth. An optimal data acquisition spot is selected, which features sufficiently large strain energy density and negligible frictional effect. We then improve two normalized functions mapping an indentation load vs. deflection curve into a strain energy density vs. first invariant curve, the latter of which in turn gives the Yeoh-model constants. The enhanced spherical indentation approach produces the rubber material properties with an average error of less than 3%.

Nominal Strength and Concrete Stress Block for Strength Analysis of Flexure and Compression Member (휨.압축 부재 강도 해석을 위한 콘크리트 압축 응력블럭 및 공칭 강도)

  • Lim, Kang-Sup;Sin, Sung-Jin;Choi, Jin-Ho;Lee, Jae-Hoon
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2008.11a
    • /
    • pp.993-996
    • /
    • 2008
  • Compression stress block used to concrete structure design substitutes equivalent triangle, rectangle, trapezoid and parabola-rectangle stress block for actual concrete stress distribution. Its shape is different in design code of the major advanced countries. It reflects the material feature of each of country. Presently, compression stress block of korea concrete design code is equal to it of ACI code that doesn't reflect the material feature of the high strength concrete. So, many research conclusions showed that it is not reasonable. The study compares concrete stress blocks of the major advanced countries and does an experiment on concrete compression stress block to know the material feature of the concrete in korea. It obtains the operating load and the concrete strain in experiment and draw stress block parameters. It compares stress block parameters applied to design code with those by the experiment conclusion. In addition, It compares and analyses nominal axial force-moment diagram by the stress block of the major advanced countries.

  • PDF

수압 터널의 해석 및 적용 사례

  • Jang, Seung-Jin;Lee, Seong-Suk;Kim, Ju-Beom
    • Geotechnical Engineering
    • /
    • v.12 no.3
    • /
    • pp.165-173
    • /
    • 1996
  • 본 기술 자료에서는 수압 터널에서 침투 수압을 고려한 터널 주위 암반의 응력 상태에 대한 수치 해석 방법, 해석 결과의 이용에 대하여 실제 수압 터널의 예를 들어 소개한다. 수압 터널의 안전성은 터널 주위 암반의 안전성에 의해 좌우되며 암반의 안전성은 Mohr-Coulomb의 파괴론을 사용하여 암반의 응력에 대한 안전율을 산정하여 판단한다. 산정된 암반의 안전율과 실제 수압 터널의 거동을 비교하여 수치 해석의 적정성을 판단하며 수압 터널의 보강 방법을 제안한다.

  • PDF

다층 구조를 갖는 벨로우즈의 등가 모델링에 관한 연구

  • 정태진;김병곤;조원용;유중근
    • Proceedings of the Korean Society of Precision Engineering Conference
    • /
    • 2004.05a
    • /
    • pp.61-61
    • /
    • 2004
  • 벨로우즈는 차량의 배기계나 공장의 덕트 등에 진동 절연을 목적으로 장착되는 부품으로서 제품의 특성상 진동 하중을 많이 받기 때문에 여러 겹으로 설계하는 경우가 많다 또한, 대부분의 제품이 그러하듯이 유한요소해석을 적용하여 제품의 특성을 조기에 평가함으로써 개발의 효율성을 높일 수 있다. 그러나, 여러 겹으로 되어있는 제품의 특성을 그대로 모델링 하였을 때는 유한요소의 수가 지나치게 증가하는 경향이 있기 때문에 해석을 수행하기 어렵다.(중략)

  • PDF