• Title/Summary/Keyword: 온도 응력식

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Analysis of Radiative Heat Transfer and Thermal Stress in Flaring System of FPSO (FPSO 소각탑의 복사열전달 및 열응력 해석에 관한 연구)

  • Jang-Hyun Lee;Jong-Gye Shin;In-Sik Nho
    • Journal of the Society of Naval Architects of Korea
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    • v.39 no.1
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    • pp.61-72
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    • 2002
  • The flaring system of FPSO burns out the byproduct natural gas. The thermal loading due to radiative heat of flaring gas leads to undesirable thermal-stresses on itself. Nowadays it needs to understand the amount of thermal loading of flaring system since the requirement for the safety of the flaring system. However, few studies have been performed on the thermal environment and radiative heat flux on the FPSO flaring system. Present study suggests a procedure to model the thermal environment and a FEA process to analyze the temperature distribution and thermal stresses of FPSO flaring system. In order to get the temperature distribution, the radiative heat conditions and convective heat conditions are included in the heat transfer analysis. By making the use of temperature obtained through heat transfer analysis, the thermal stress analyses are performed. The results of the present study can be used to design the flaring system and determine the heat shield in the flaring system.

Development of Stress Equations of Jointed Concrete Pavement using Finite Element Method (유한 요소법을 이용한 줄눈 콘크리트 포장 응력식 개발)

  • Jung, Kil-Su;Kim, In-Tai;Ryu, Sung-Woo;Cho, Yoon-Ho
    • International Journal of Highway Engineering
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    • v.10 no.2
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    • pp.167-181
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    • 2008
  • A pavement structure analysis model plays a very important role which can correlate input variables to performance models. In this research, a standard shell element model was developed by use of the ABAQUS program so that behaviors of concrete pavements be analyzed. The model was verified in terms of its accuracy by way of comparing the results to those gathered from closed-form Solutions, the Everfe program, and the ABAQUS program with a solid model. Many input variables were analyzed in the model, and the results were stored in a database. Based on the SPSS program, stress equations with respect to temperature and curling effects were developed. All models gave over 0.90 of R2 value except the case considering top-down curling (R2=0.86)

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Studies on the Behavior of Film in the Zone Drawin Process (띠연신 공정에 있어서 필름의 거동에 관한연구)

  • 한성수
    • The Korean Journal of Rheology
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    • v.6 no.2
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    • pp.139-146
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    • 1994
  • 미연신, 비결정 PET 필름의 띠연신조건(띠연신 응력, 띠연신 온도, 띠열판의 상승속 도)에 따른 필름의거동을 연구하였다. 띠열판의 상승속도가 10, 20, 30, 50 mm/min일 때 온 도(Td) 이하에서는 임계네킹응력이 띠연신 온도가 증가함에 따라 급격히 감소하고 그 온도 이상에서는 거의 변하지 않고 일정했으며 임계온도 이하에서는 임계온도와 띠연신 온도의 온도차(Tc-Td)가 임계네킹응력과 비례관계를 가져 다음과 같은 간단한 실험식을 얻었다. $\sigma$c=0.838 (Tc-Td)+$\sigma$0 임계네킹응력에서 띠연신한 필름의 치수는 연신 온도와 띠열판의 상 승속도에 거의 의존하지 않고 일정한 값을 나타내었다. 임계네킹응력 이상에서는 연신 조건 에 따라 필름의 폭, 두께, 그리고 연신비가 거의 변하지 않았다.

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Prediction of Axial Residual Stress in Drawn High-Carbon Wire Resulting Due to Increase in Surface Temperature (고탄소강 다단 신선 와이어의 표면 온도 상승에 의한 축방향 잔류응력 예측)

  • Kim, Dae-Woon;Lee, Sang-Kon;Kim, Byung-Min;Jung, Jin-Young;Ban, Deok-Young
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.10
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    • pp.1479-1485
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    • 2010
  • In recent times, due to wire drawing of high carbon steel at a high speed to ensure a high productivity and high strength, axial residual stress are generated because of rapid increase in surface temperature. In the process, the temperatures of the wires increased because of the deformation of the wires and the friction between the die and wire. In particular, in the case of the wire drawing at a high speed, friction leads to a large temperature gradient so that considerable axial residual stress is generated on the surface. In this study, the relationship between axial residual stress and increase in the surface temperature was investigated, and a prediction model of uniform temperature was proposed. Then, a prediction model for residual stress was developed. The proposed model was verified by measuring the residual stress by X-ray diffraction on drawn wires.

Prediction of the Rhelolgical of Soybean Curd during Storage by using WLF equation (저장중의 두부에 WLF식을 이용한 물성 변화 예측에 관하여)

  • Jang, Won-Young;Kim, Byung-Yong;Kim, Myoung-Hwan
    • Korean Journal of Food Science and Technology
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    • v.27 no.2
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    • pp.193-198
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    • 1995
  • The changes in the rheological properties of soybean curd upon the various storage temperatures ($5{\sim}25^{\circ}C$) were measured by the stress-relaxation test and analysed by time-temperature superposition theory. As the storage temperature was lower, higher initial and equilibrium stress of soybean curd were observed. When the stress-relaxation curves were moved horizontally by using the shift-factor on the basis of reference temperature, the master curve was obtained. By applying master curve and shift-factor to the WLF (Williams-Landel-Ferry) equation, activation energy (30kcal/mol) was calculated and storage time at the specific temperature could be predicted, suggesting the equivalent shelf-life of soybean curd texture.

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Creep-Fatigue Life Design with Various Stress and Temperature Conditions on the Basis of Lethargy Coefficient (응력 및 온도 변화시 무기력계수를 이용한 크리프-피로 수명설계)

  • Park, Jung-Eun;Yang, Sung-Mo;Han, Jae-Hee;Yu, Hyo-Sun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.35 no.2
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    • pp.157-162
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    • 2011
  • High temperature and stress are encounted in power plants and vehicle engines. Therefore, determination of the creep-fatigue life of a material is necessary prior to fabricating equipments. In this study, life design was determined on the basis of the lethargy coefficient for different temperatures, stress and rupture times. SP-Creep test data was compared with computed data. The SP-Creep test was performed to obtain the rupture time for X20CrMoV121 steel. The integration life equation was considered for three cases with various load, temperature and load-temperature. First, the lethargy coefficient was calculated by using the obtained rupture stress and the rupture time that were determined by carrying out the SP-Creep test. Next, life was predicted on the basis of the temperature condition. Finally, it was observed that life decreases considerably due to the coupling effect that results when fatigue and creep occur simultaneously.

Thermal Stress Estimation due to Temperature Difference in the Wall Thickness for Thinned Feedwater Heater Tube (감육된 급수가열기 튜브의 두께 방향 온도차이에 의해 발생하는 열응력 평가)

  • Dinh, Hong Bo;Yu, Jong Min;Yoon, Kee Bong
    • Journal of Energy Engineering
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    • v.28 no.3
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    • pp.1-9
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    • 2019
  • A major stress determining the remaining life of the tube in feedwater heater of fossil fuel power plant is hoop stress by the internal pressure. However, thermal stress due to temperature difference across the wall thickness also contributed to reduce the remaining life of the tube. Therefore, thermal loading must be considered even though the contribution of internal pressure loading to the stresses of the tube was known to be much higher than that of the thermal loading. In this study, thermal stress of the tubes in the de-superheating zone was estimated, which was generated due to the temperature difference across the tube thickness. Analytic equations were shown for determining the hoop stress and the radial stress of the tube with uniform thinning and for the temperature across the tube thickness. Accuracy and effectiveness of the analytic equations for the stresses were verified by comparing the results obtained by the analytic equations with those obtained from finite element analysis. Using finite element analysis, the stresses for eccentric thinning were also determined. The effect of heat transfer coefficient on thermal stress was investigated using series of finite element analyses with various values of heat transfer coefficient for both inner and outer surface of the tube. It was shown that the effect of heat transfer coefficient at outer surface was larger than that of heat transfer coefficient at inner surface on the thermal stress of the tube. Also, the hoop stress was larger than the radial stress for both cases of uniformly and eccentrically thinned tubes when the thermal loading was only considered without internal pressure loading.

The Interfacial Stresses in Concrete Beam Strengthened with Carbon Fiber Sheets due to Temperature Rising (온도상승에 따른 탄소섬유시트 보강 콘크리트보의 계면응력)

  • Choi, Hyoung-Suk;Kim, Seong-Do;Cheung, Jin-Whan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.12 no.6
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    • pp.109-118
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    • 2008
  • Carbon fiber reinforced polymer(CFRP) can be bonded to the soffit of a concrete beam as a means of repairing and strengthening the beam. In such beams, materials, concrete and carbon fiber sheets, are different in coefficient of thermal expansion. Consequently, interfacial shear stresses can be increased and debonding failure may occur at the plate ends due to temperature rising. This paper presents a method of approximate closed-form solutions for the interfacial shear stresses and conducts a beam test to compare the numerical results. In case of temperature rising over $30^{\circ}C$, interfacial stress of 0.91MPa is occurred at the end of sheet. Therefore, using carbon fiber sheet for strengthening the concrete beam, it is necessary to consider the thermal effects and to evaluate the long time behavior of the concrete beam by temperature change.

Buckling and Limit Width-Thickness Ratios of Steel Columns under Compression at Elevated Temperatures (온도 상승에 따른 압축강재의 좌굴 및 한계 판폭두께비)

  • Kang, Seong-Deok;Kim, Jae-Uk;Choi, Hyun-Sik
    • Journal of Korean Association for Spatial Structures
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    • v.12 no.3
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    • pp.55-62
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    • 2012
  • 본 연구는 온도 증가에 따른 압축을 받는 H형 강재의 플랜지와 웨브의 국부 및 전체좌굴응력 내화해석 프로그램 개발과 플랜지와 웨브가 항복파괴전에 국부좌굴이 일어나지 않을 한계 판폭두께비의 상관값을 구하는 프로그램을 개발하는 것이다. 고온에서의 강재의 응력-변형도 관계식은 EC3:Part 1.2를 근거로 하였으며, 비교, 검토를 위하여 영국 BS5950의 강재를 대상으로 온도 증가에 따른 압축을 받는 강재의 플랜지와 웨브의 파괴온도와 하중을 본 연구의 내화해석 프로그램으로 예측하였다. 본 연구는 좌굴 및 항복에 대한 내화해석 프로그램을 개발하는 것을 목적으로 하고 적용 예를 통하여 좌굴 및 한계 판폭두께비를 분석하고 개발 프로그램의 타당성을 검토하였다.

Estimation of Prestressed Tension on Grouted PSC Tendon Using Measured Elastic Wave Velocity (응력파속도를 이용한 부착식 PSC 텐던의 긴장력 추정)

  • Kim, Byeong Hwa;Jang, Jung Bum;Lee, Hong Pyo;Lee, Il Keun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.5A
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    • pp.289-297
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    • 2012
  • This study proposes an experimental formula that can estimate the applied tensile stress of a bonded PSC by measuring a longitudinal stress wave velocity of tendon. To develop practical formula, the various bonded PSC specimens are constructed with different levels of prestresses. For all the bonded PSC specimens, the longitudinal impact-echo tests are repeated with various experimental conditions. Considering a few influence factors such as temperature, length and the number of strands, the application of the law of similarity results in a nondemensional experimental formula that could estimate existing tensile stress on tendon by measuring its longitudinal stress wave velocity. Next, a feasibility study of proposed approach has been conducted for a real reactor building containment. The estimated stress levels of two vertical tendons embedded in the nuclear plant are close to their design values.