• 제목/요약/키워드: temperature dependent properties

검색결과 981건 처리시간 0.033초

Dynamic modeling of nonlocal compositionally graded temperature-dependent beams

  • Ebrahimi, Farzad;Fardshad, Ramin Ebrahimi
    • Advances in aircraft and spacecraft science
    • /
    • 제5권1호
    • /
    • pp.141-164
    • /
    • 2018
  • In this paper, the thermal effect on buckling and free vibration characteristics of functionally graded (FG) size-dependent Timoshenko nanobeams subjected to an in-plane thermal loading are investigated by presenting a Navier type solution for the first time. Material properties of FG nanobeam are supposed to vary continuously along the thickness according to the power-law form and the material properties are assumed to be temperature-dependent. The small scale effect is taken into consideration based on nonlocal elasticity theory of Eringen. The nonlocal equations of motion are derived based on Timoshenko beam theory through Hamilton's principle and they are solved applying analytical solution. According to the numerical results, it is revealed that the proposed modeling can provide accurate frequency results of the FG nanobeams as compared to some cases in the literature. The detailed mathematical derivations are presented and numerical investigations are performed while the emphasis is placed on investigating the effect of the several parameters such as thermal effect, material distribution profile, small scale effects, aspect ratio and mode number on the critical buckling temperature and normalized natural frequencies of the temperature-dependent FG nanobeams in detail. It is explicitly shown that the thermal buckling and vibration behaviour of a FG nanobeams is significantly influenced by these effects. Numerical results are presented to serve as benchmarks for future analyses of FG nanobeams.

Temperature Effects on Fracture Toughness Parameters for Pipeline Steels

  • Chanda, Sourayon;Ru, C.Q.
    • 국제강구조저널
    • /
    • 제18권5호
    • /
    • pp.1754-1760
    • /
    • 2018
  • The present article showcases a temperature dependent cohesive zone model (CZM)-based fi nite element simulation of drop weight tear test (DWTT), to analyse fracture behavior of pipeline steel (PS) at different temperatures. By co-relating the key CZM parameters with known mechanical properties of PS at varying temperature, a temperature dependent CZM for PS is proposed. A modified form of Johnson and Cook model has been used for the true stress-strain behavior of PS. The numerical model, using Abaqus/CAE 6.13, has been validated by comparing the predicted results with load-displacement curves obtained from test data. During steady-state crack propagation, toughness parameters (such as CTOA and CTOD) were found to remain fairly constant at a given temperature. These toughness parameters, however, show an exponential increase with increase in temperature. The present paper offers a plausible approach to numerically analyze fracture behavior of PS at varying temperature using a temperature dependent CZM.

전선용 실리콘 고무의 유전특성 (The Dielectric Properties of the Wire for Silicon Rubber)

  • 이성일;박승호
    • 대한안전경영과학회:학술대회논문집
    • /
    • 대한안전경영과학회 2012년 추계학술대회
    • /
    • pp.355-368
    • /
    • 2012
  • This paper, the hardness of the silicone rubber wire for 50, 60 degrees, 70 degrees High Temperature Vulcanizing (HTV) method using specimens were fabricated. In this paper, in order to investigate the dielectric properties of silicone rubber for wire specimens, the temperature range of $30^{\circ}C{\sim}170^{\circ}C$, the frequency range from 100Hz~4.5MHz report surveyed about the frequency and temperature dependent properties.

  • PDF

온도제어 구속인장시험에 의한 토목섬유 보강토옹벽의 변위해석 (Deformation Analysis of Geosynthetic Reinforced Retaining Wall by Using Temperature Dependent Confined Tension Test Results)

  • 김홍택;방윤경;조용권
    • 한국지반공학회논문집
    • /
    • 제19권2호
    • /
    • pp.97-106
    • /
    • 2003
  • 본 연구에서는, 4가지 종류의 토목섬유를 대상으로 토목섬유에 가해지는 구속응력의 크기 및 토목섬유 온도 변화에 따른 응력-변형률 관계를 규명하기 위한 온도제어 구속인장시험(Temperature Dependent Confined Tension Test)을 수행하였다. 또한, 보강토옹벽 내부 보강재의 온도변화를 측정하기 위한 온도계측을 수행하였다. 온도제어 구속인장시험 결과를 토대로하여, 토목섬유에 가해지는 구속응력 및 온도 변화에 따른 토목섬유 할선계수의 변화량을 정량적으로 평가할 수 있는 관계식을 제시하였다. 본 관계식을 이용한 토목섬유 보강토옹벽의 유한차분해석 예를 통해 다양한 보강토구조물의 변위해석시 온도변화에 따른 보강재의 특성변화를 고려할 수 있는 기법을 제시하였다. 유한차분해석 결과, 보강재의 온도가 5$^\circ$인 경우에 비하여 30$^\circ$인 경우에 전면부벽체의 최대변위량은 약 46.4% 증가하는 것으로 나타났다.

저온 열처리로 제작된 1.5 mol% 이트리아 안정화 지르코니아 세라믹스의 상 안정성 및 소결물성 (Phase stability and Sintered Properties of 1.5mol% Yttria-stabilized Zirconia Ceramics Fabricated by Low Temperature Sintering)

  • 김경태;최한철;박정식;이종국
    • 열처리공학회지
    • /
    • 제37권1호
    • /
    • pp.1-8
    • /
    • 2024
  • Phase stability of tetragonal crystals in yttria-stabilized zirconia ceramics is dependent on the content of yttria and the heat-treatment condition, related with mechanical properties. In this study, we fabricated the 1.5 mol% yttria-stabilized zirconia (1.5Y-YSZ) ceramics by cold isostatic pressing (CIP) and post-sintering at temperature range of 1200 to 1350℃ for 2 hours and investigated the sintered properties and microstructural evolution. Sintered and microstructural parameters, i.e, apparent density, grain size and phase composition of 1.5Y-YSZ ceramics were mainly dependent on the sintering temperature. Maximum sintered density of 99.4 % and average grain size of 200-300 nm could be obtained from the heat-treatment condition above sintering temperature at 1300℃ for 2 hours, possessing the superior mechanical hardness with 1200 Hv. However, phase stability of tetragonal grains in 1.5 YSZ ceramics is very low, inducing the phase transformation to monoclinic crystals on specimen surface during cooling after heat-treatment.

Numerical analysis for behavior of outer concrete tank in emergency LNG spillage

  • Lee, Jeong Su;Park, Chan Kyu;Lee, Yun;Kim, Ji-Hoon;Kwon, Seung Hee
    • Computers and Concrete
    • /
    • 제14권4호
    • /
    • pp.369-385
    • /
    • 2014
  • In the existing method for analyzing the liquid tightness of the outer concrete tank in an emergency LNG spillage, the temperature variation over time inside the tank, and the concrete properties dependent on temperature and internal moisture content, have not been taken into account. In this study, the analyses for a typical LNG concrete tank subjected to thermal load due to spillage were performed with three different cases: the existing method was adopted in the first case, the transient temperature variation was considered in the second, and the temperature-moisture content dependent concrete properties were taken into account as well as the transient states of temperature in the third. The analysis results for deformation, compressive zone size, cracking, and stress of reinforcements were compared, and a discussion on the difference between the results obtained from the different analysis cases was made.

Thermal buckling Analysis of functionally graded plates using trigonometric shear deformation theory for temperature-dependent material properties

  • Lazreg Hadji;Royal Madan;Hassen Ait Atmane;Fabrice Bernard;Nafissa Zouatnia;Abdelkader Safa
    • Structural Engineering and Mechanics
    • /
    • 제91권6호
    • /
    • pp.539-549
    • /
    • 2024
  • In this paper, thermal buckling analysis was conducted using trigonometric shear deformation theory, which employs only four unknowns instead of five. This present theory is variationally consistent, and accounts for a trigonometric variation of the transverse shear strains across the thickness and satisfies the zero traction boundary conditions on the top and bottom surfaces of the plate without using shear correction factors. The grading is provided along the thickness of the plate as per power law volume fraction variation of metal-matrix ceramic reinforced composite. The non-linear governing equation problem was solved for simply supported boundary conditions. Three types of thermal loads are assumed in this work: uniform, linear and non-linear distribution through-the-thickness. It is well known that material properties change with temperature variations and so the analysis was performed for both the cases: temperature-dependent (TD) and temperature-independent (TID) material properties. The impact on thermal buckling for both linear and non-linear temperature variation was considered. The results were validated for the TID case with other theories and were found to be in good agreement. Furthermore, a comprehensive analysis was performed to study the impact of grading indices and geometrical parameters, such as aspect ratio (a/b) and side-to-thickness ratio (a/h), on the thermal buckling of the FG plate.

유한요소법을 이용한 Super-ROM 디스크 구조의 열 분포 해석 (Simulations of time dependent temperature distributions of Super-ROM disk structure using finite element method)

  • 안덕원;유천열
    • 정보저장시스템학회논문집
    • /
    • 제1권2호
    • /
    • pp.132-136
    • /
    • 2005
  • It is widely accepted that the reading mechanism of Super-RENS(super-resolution near field structure) and Super-ROM(super-resolution read only memory) is closely related with non-linear temperature dependent material properties such as refractive indices, phase change. Furthermore, the dynamic change of the temperature distribution also an essential part of reading mechanism of Super-RENS/ROM. Therefore, the knowledge of the temperature distribution as a function a time is one of the important keys to reveal the physics of reading mechanism in Super-RENS/ROM. We calculated time-dependent temperature distribution in a 3-dimensional Super-ROM disk structure when moving laser beam is irradiated. With a help of commercial software FEMLAB which employed finite element method, we simulated the temperature distribution of ROM structure whose pit diameter is 120-nm with 50-nm depth. Energy absorption by moving laser irradiation, time variations of heat transfer processes, heat fluxes, heat transfer ratios, and temperature distributions of the complicate 3-dimensional ROM structure have been obtained.

  • PDF

Dual-phase-lag model on thermo-microstretch elastic solid Under the effect of initial stress and temperature-dependent

  • Othman, Mohamed I.A.;Zidan, Magda E.M.;Mohamed, Ibrahim E.A.
    • Steel and Composite Structures
    • /
    • 제38권4호
    • /
    • pp.355-363
    • /
    • 2021
  • The present paper attempts to investigate the propagation of plane waves in an isotropic elastic medium under the effect of initial stress and temperature-dependent properties. The modulus of elasticity is taken as a linear function of the reference temperature. The formulation is applied under the thermoelasticity theory with dual-phase-lag; the normal mode analysis is used to obtain the expressions for the displacement components, the temperature, the stress, and the strain components. Numerical results for the field quantities are given in the physical domain and illustrated graphically. Comparisons are made with the results predicted by different theories (Lord-Shulman theory, the classical coupled theory of thermoelasticity and the dual-phase-lag model) in the absence and presence of the initial stress as well as the case where the modulus of elasticity is independent of temperature.

Nonlinear static analysis of functionally graded porous beams under thermal effect

  • Akbas, Seref D.
    • Coupled systems mechanics
    • /
    • 제6권4호
    • /
    • pp.399-415
    • /
    • 2017
  • This paper deals with the nonlinear static deflections of functionally graded (FG) porous under thermal effect. Material properties vary in both position-dependent and temperature-dependent. The considered nonlinear problem is solved by using Total Lagrangian finite element method within two-dimensional (2-D) continuum model in the Newton-Raphson iteration method. In numerical examples, the effects of material distribution, porosity parameters, temperature rising on the nonlinear large deflections of FG beams are presented and discussed with porosity effects. Also, the effects of the different porosity models on the FG beams are investigated in temperature rising.