• 제목/요약/키워드: mechanical stress response

검색결과 450건 처리시간 0.027초

학습환경에서 불쾌적온도에서 쾌적온도로의 변화시 생체신호 및 주관적 반응에 대한 실험적 연구 (An Experimental Study of the Bioelectrical Signals and Subjective Response in Changing from Unpleasant to Pleasant Temperatures in a Learning Environment)

  • 임광현;김진현;박차식;조홍현
    • 설비공학논문집
    • /
    • 제27권11호
    • /
    • pp.596-602
    • /
    • 2015
  • In this study, experiments using bioelectronic signals and questionnaire surveys were carried out in learning conditions when temperatures changed from low- and high-uncomfortable to comfortable. As a result, the stress factor Photoplethysmography (PPG) decreased, while the Root Mean Square of Standard Deviation (RMSSD) of PPG increased when the indoor temperature was changed from low- or high-uncomfortable to comfortable. Additionally, the absolute power of the ${\alpha}$-wave in the brain increased. According to the analysis of the association between the questionnaire and bioelectronic signals, the standard deviation of the stress factor as measured by pulse was closely related to the result of the thermal sensation questionnaire. In addition, it was found that the concentration on studying improved under comfortable temperatures when compared to uncomfortable temperatures.

포화된 암반에 굴착된 원형공동의 수리-역학적 거동 (Hydro-mechanical Behavior of a Circular Opening Excavated in Saturated Rockmass)

  • 이연규;신희순
    • 화약ㆍ발파
    • /
    • 제23권2호
    • /
    • pp.23-35
    • /
    • 2005
  • 지하수로 포화된 암반내의 공동을 굴착하면 공동 주위에서 응력의 재분배로 인하여 초기 공극수압의 변화가 발생한다. 이러한 공극수압의 변화는 다시 암반의 역학적 거동에 영향을 미치게 된다. 그러므로 공동 주변 암반에서 굴착으로 인해 형성된 공극수압이 소산과정에서 암반의 거동은 공극수압의 변화를 고려하지 않은 해석과 차이를 보이게 된다. 이 연구에서는 굴착직후 짧은 시간 동안에서 공동주변에서 발생하는 응력재분포와 공극수압변화 양상을 수치해석적으로 검토하였다. 공극수압을 고려하지 않는 탄성해석과는 달리 굴착직후 짧은 시간동안에는 공동 벽면의 직후방에서 최대접선응력이 형성되고 있음을 확인할 수 있었다.

Creep analysis of the FG cylinders: Time-dependent non-axisymmetric behavior

  • Arefi, Mohammad;Nasr, Mehrdad;Loghman, Abbas
    • Steel and Composite Structures
    • /
    • 제28권3호
    • /
    • pp.331-347
    • /
    • 2018
  • In this paper history of stresses, strains, radial and circumferential displacements of a functionally graded thick-walled hollow cylinder due to creep phenomenon is investigated. The cylinder is subjected to an arbitrary non-axisymmetric two dimensional thermo-mechanical loading and uniform magnetic field along axial direction. Using equilibrium, strain-displacements and stress-strain relations, the governing differential equations of the problem containing creep strains are derived in terms of radial and circumferential displacements. Since the displacements are varying with time due to creep phenomenon, an analytical solution is not available for these equations. Thus, a semi-analytical procedure based on separation of variables and Fourier series together with a numerical procedure is employed. The numerical results indicate that the non-axisymmetric loading and the material grading index have significant effect on stress redistributions. Moreover, by proper selection of material for any combination of non-axisymmetric loading, one can arrive suitable response for the cylinder to achieve optimal design. With some simplifications, the results are validated with the existing literature.

Global hydroelastic analysis of ultra large container ships by improved beam structural model

  • Senjanovic, Ivo;Vladimir, Nikola;Tomic, Marko;Hadzic, Neven;Malenica, Sime
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • 제6권4호
    • /
    • pp.1041-1063
    • /
    • 2014
  • Some results on the hydroelasticity of ultra large container ships related to the beam structural model and restoring stiffness achieved within EU FP7 Project TULCS are summarized. An advanced thin-walled girder theory based on the modified Timoshenko beam theory for flexural vibrations with analogical extension to the torsional problem, is used for formulation of the beam finite element for analysis of coupled horizontal and torsional ship hull vibrations. Special attention is paid to the contribution of transverse bulkheads to the open hull stiffness, as well as to the reduced stiffness of the relatively short engine room structure. In addition two definitions of the restoring stiffness are considered: consistent one, which includes hydrostatic and gravity properties, and unified one with geometric stiffness as structural contribution via calm water stress field. Both formulations are worked out by employing the finite element concept. Complete hydroelastic response of a ULCS is performed by coupling 1D structural model and 3D hydrodynamic model as well as for 3D structural and 3D hydrodynamic model. Also, fatigue of structural elements exposed to high stress concentration is considered.

차체용 강판의 온도에 따른 동적 구성방정식에 관한 연구 (I) - 온도에 따른 동적 물성 특성 - (Dynamic Constitutive Equations of Auto-Body Steel Sheets with the Variation of Temperature (I) - Dynamic Material Characteristics with the Variation of Temperature -)

  • 이희종;송정한;박성호;허훈
    • 대한기계학회논문집A
    • /
    • 제31권2호
    • /
    • pp.174-181
    • /
    • 2007
  • This paper is concerned with the thermo-mechanical behavior of steel sheet for an auto-body including temperature dependent strain rate sensitivity. In order to identify the temperature-dependent strain rate sensitivity of SPRC35R, SPRC45E and TRIP60, uniaxial tensile tests are performed with the variation of the strain rates from 0.001/sec to 200/sec and the variation of environmental temperatures from $-40^{\circ}C$ to $200^{\circ}C$. The thermo-mechanical response at the quasi-static state is obtained from the static tensile test and that at the intermediate strain rate is obtained from the high speed tensile test. Experimental results show that the variation of the flow stress and fracture elongation becomes sensitive to the temperature as the strain rate increases. It is observed that the dynamic strain aging occurs with TRIP60 at the temperature above $150^{\circ}C$. Results also indicate that the flow stress and tincture elongation of SPRC35R are more dependent on the changes of strain rates and temperature than those of SPRC45E and TRIP60.

Static analysis of cutout microstructures incorporating the microstructure and surface effects

  • Alazwari, Mashhour A.;Abdelrahman, Alaa A.;Wagih, Ahmed;Eltaher, Mohamed A.;Abd-El-Mottaleb, Hanaa E.
    • Steel and Composite Structures
    • /
    • 제38권5호
    • /
    • pp.583-597
    • /
    • 2021
  • This article develops a nonclassical model to analyze bending response of squared perforated microbeams considering the coupled effect of microstructure and surface stress under different loading and boundary conditions, those are not be studied before. The corresponding material and geometrical characteristics of regularly squared perforated beams relative to fully filled beam are obtained analytically. The modified couple stress and the modified Gurtin-Murdoch surface elasticity models are adopted to incorporate the microstructure as well as the surface energy effects. The differential equations of equilibrium including the Poisson's effect are derived based on minimum potential energy. Exact closed form solution is obtained for bending behavior of the proposed model considering the classical and nonclassical boundary conditions for both uniformly distributed and concentrated loads. The proposed model is verified with results available in the literature. Influences of the microstructure length scale parameter, surface energy, beam thickness, boundary and loading conditions on the bending behavior of perforated microbeams are investigated. It is observed that microstructure and surface parameters are vital in investigation of the bending behavior of perforated microbeams. The obtained results are supportive for the design, analysis and manufacturing of perforated nanobeams that commonly used in nanoactuators, nanoswitches, MEMS and NEMS systems.

Proof tests of REBCO coated conductor tapes for device applications through electromechanical property assessment at 77 K

  • Mark Angelo Diaz;Michael De Leon;Hyung-Seop Shin;Ho-Sang Jung;Jaehun Lee
    • 한국초전도ㆍ저온공학회논문지
    • /
    • 제25권3호
    • /
    • pp.34-37
    • /
    • 2023
  • The practical application of REBCO coated conductor (CC) tapes, vital for energy transmission (e.g., cable application) and high-field magnets (e.g., coil application), necessitates efficient and simple quality assessment procedures. This study introduces a systematic approach to assess the electromechanical properties of REBCO CC tapes under 77 K and self-field conditions. The approach involves customized tensile and bending tests that clarify the critical current (Ic) response of the CC tapes under mechanical loads induced by tension and bending. This study measures the retained Ic values of commercially available GdBCO CC tapes under 250 MPa tensile stress and 40 mm bending diameter. Through experimentation, the study demonstrates the resilience of these tapes and their suitability for applications. By presenting a simplified stress-based analysis and a bending test of the tapes, the study contributes to effective quality assessment methods for the development of practical superconducting products.

Dynamic response of functionally gradient austenitic-ferritic steel composite panels under thermo-mechanical loadings

  • Isavand, S.;Bodaghi, M.;Shakeri, M.;Mohandesi, J. Aghazadeh
    • Steel and Composite Structures
    • /
    • 제18권1호
    • /
    • pp.1-28
    • /
    • 2015
  • In this paper, the dynamic response of functionally gradient steel (FGS) composite cylindrical panels in steady-state thermal environments subjected to impulsive loads is investigated for the first time. FGSs composed of graded ferritic and austenitic regions together with bainite and martensite intermediate layers are analyzed. Thermo-mechanical material properties of FGS composites are predicted according to the microhardness profile of FGS composites and approximated with appropriate functions. Based on the three-dimensional theory of thermo-elasticity, the governing equations of motionare derived in spatial and time domains. These equations are solved using the hybrid Fourier series expansion-Galerkin finite element method-Newmark approach for simply supported boundary conditions. The present solution is then applied to the thermo-elastic dynamic analysis of cylindrical panels with three different arrangements of material compositions of FGSs including ${\alpha}{\beta}{\gamma}M{\gamma}$, ${\alpha}{\beta}{\gamma}{\beta}{\alpha}$ and ${\gamma}{\beta}{\alpha}{\beta}{\gamma}$ composites. Benchmark results on the displacement and stress time-histories of FGS cylindrical panels in thermal environments under various pulse loads are presented and discussed in detail. Due to the absence of similar results in the specialized literature, this paper is likely to fill a gap in the state of the art of this problem, and provide pertinent results that are instrumental in the design of FGS structures under time-dependent mechanical loadings.

유효응력에 근거한 불포화토의 역학적 구성모델 (Constitutive Model for Unsaturated Soils Based on the Effective Stress)

  • 신호성
    • 한국지반공학회논문집
    • /
    • 제27권11호
    • /
    • pp.55-69
    • /
    • 2011
  • 다양한 지반공학적 문제들에서 불포화 상태의 중요성이 강조되면서, 불포화 지반의 열-수리-역학적 현상들에 대한 거동특성을 모사하기 위한 역학적 구성모델 개발이 진행되고 있다. 본 연구에서는 Bishop의 유효응력 정의에 근거한 불포화 지반의 역학적 탄소성 구성모델을 제시하였다. 유효응력에 근거한 구성관계는 유효응력과 온도를 주 변수로 증분 형식으로 표현되었으며, 이를 이용하여 응력 갱신과 강성 텐서를 산정하였다. 개발된 구성모델을 이용하여 THM 현상을 포함하는 불포화토의 1차원 거동, 불포화토의 삼축 압축시험, 그리고 고준위 방사성폐기물 시설의 완충재의 거동 특성에 관한 예제 해석을 수행하여 해의 안정성과 구성모델의 적용성에 대하여 논의하였다. 수치해석결과는 개발된 역학적 구성모델이 THM 현상의 매우 복잡한 거동을 효과적으로 모사할 수 있었으며, 일반적인 불포화토의 거동 해석뿐만 아니라 다양한 환경 조건하에서의 THM 거동 해석에 적용이 가능할 것으로 판단된다.

고준위폐기물 처분장의 최적 공동간격 및 처분공간격을 결정하기 위한 역학적 안정성 해석 (Mechanical Stability Analysis of a High-Level Waste Repository for Determining Optimum Cavern and Deposition Hole Spacing)

  • 박병윤;권상기
    • 터널과지하공간
    • /
    • 제10권2호
    • /
    • pp.237-248
    • /
    • 2000
  • 역학적으로 안정한 공동 및 처분공 간격을 결정하기 위해, 현재 수행 중인 열 해석의 중간 결과를 근거로 범용 해석 프로기램인 ABAQUS 버전 5.8을 이용해 3차원 유한요소해석을 수행하였다. 세 가지 초기지압을 조건으로 공동간격과 처분공 간격을 바꿔가면서 선형탄성해석을 수행하였고. 그 결과를 분석하여 굴착 후 응력재분배에 의한 암반의 거동은 어떤 경향을 가지고 있으며, 적절한 공동 간격 및 처분공 간격은 어느 정도가 좋은지를 분석하였다. 또한 각 경우 역학적인 안전계수는 어느 정도인지도 계산하였다. 국내지압분포를 근거로 도출한 초기지압 하에서는 공동간격 40m, 처분공간격 3m인 경우 안전계수 3.42가 계산되어 아주 안정한 결과를 얻었고, 스웨덴이나 캐나다의 초기지압 경힘식의 경우의 안전계수는 각각 1.19와 1.27로 비교적 낮은 값이지만 1 이상의 값이므로 응력재분배로 인한 파괴는 일어나지 않는다는 결과를 얻었다.

  • PDF