• 제목/요약/키워드: deformation modulus

검색결과 601건 처리시간 0.029초

실내실험을 통한 핵석지반의 강도정수 산정연구 (Laboratory experiment on the assessment of the ground strength with corestone)

  • 이수곤;김동은;황의성
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 봄 학술발표회 논문집
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    • pp.95-102
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    • 2003
  • Corestone rock mass has complex characters because it is made up of stronger and stiffer corestone in a weaker and softer matrix. Physical model corestone rock mass made up of stiffer corestone in weaker matrix were tested in uniaxial compression and numercal modelling analysis The result of the uniaxial compression tests showed that increasing the corestone proportion generally increased the modulus of deformation. And the strength decreased in the lower corestone proportion, but it increased in the higher proportion(45%, 65% corestone by volume). The strength and the modulus of deformation were not affected by different size coretone on the same proportion. The result of the numerical modelling analysis showed similar trend compared with the result of the result of the uniaxial compression test. But though the result of th uniaxial compression test is similar to the result of the numerical modelling analysis, it's unreasonalble to apply the results of this paper to in situ corestone rock mass. So mere laboratory tests including triaxial test and the other numerical program analyses are necessary to apply the results to in situ corestone mass

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염분이 모래와 벤토나이트 혼합토의 응력 변형에 미치는 영향 (Effect of Sodium Chloride on Stress-Deformation of Sand Bentonite Mixture)

  • 안태봉
    • 한국지반공학회지:지반
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    • 제13권2호
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    • pp.17-28
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    • 1997
  • 이 연구에서는 화학액으로서 해안가에서 쉽게 영향 받는 염분을 사용하였다. 염분 용액으로 포화된 모래 벤토나이트 혼합토를 사용하여 압밀 비배수 삼축압축 시험을 실시하였다. 변형과 강도정수를 삼축압축시험을 통하여 구속응력과 염수의 농도 변화에 따라 구하였다. 실험 결과 영수로 포화된 흙과 벤토나이트의 점착력은 염수의 농도가 증가함에 따라 증가하며 내부마찰각은 변화가 없고 탄성계수는 증가하는 것으로 나타났다.

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자유단 공진시험을 이용한 암석의 탄성계수 측정 (Measurements o Elastic Moduli of Rock Cores Using Free-Free Resonacne Tests)

  • 목영진
    • 한국지진공학회논문집
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    • 제3권4호
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    • pp.95-100
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    • 1999
  • 암석 코아의탄성계수 측정에 동적방법은 잘 사용되지 않을뿐만아니라 그 값은 설계에 많이 사용되지 않는다 그이유는 동적으로 결정한 탄성계수 값이 정적으로 결정된 값보다 매우 큰 것 (약 10배)으로 인식되기 때문이다. 이논문에서는 암석 코아의 동적과 정적 시험결과를 제시하였다 도출괸 결과는 :1) 실내탄성파시험으로 매우 일관성 있는 탄성계수가 결정되고 2) 변형율에 따른 암석 코아의 비선형 변형특성의 잠정적 모델이 제시되었다.

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Study on Residual Stress in Viscoelastic Thin Film Using Curvature Measurement Method

  • Im, Young-Tae;Park, Seung-Tae;Park, Tae-Sang;Kim, Jae-Hyun
    • Journal of Mechanical Science and Technology
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    • 제18권1호
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    • pp.12-19
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    • 2004
  • Using LSM (laser scanning method) , the radius of curvature due to thermal deformation in polyimide film coated on Si substrate is measured. Since the polyimide film shows viscoelastic behavior, i.e., the modulus and deformation of the film vary with time and temperature, we estimate the relaxation modulus and the residual stresses of the polyimide film by measuring the radius of curvature and subsequently by performing viscoelastic analysis. The residual stresses relax by an amount of 10% at 100$^{\circ}C$ and 20% at 150$^{\circ}C$ for two hours.

Buckling of a single-layered graphene sheet embedded in visco-Pasternak's medium via nonlocal first-order theory

  • Zenkour, Ashraf M.
    • Advances in nano research
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    • 제4권4호
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    • pp.309-326
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    • 2016
  • The buckling response of a single-layered graphene sheet (SLGS) embedded in visco-Pasternak's medium is presented. The nonlocal first-order shear deformation elasticity theory is used for this purpose. The visco-Pasternak's medium is considered by adding the damping effect to the usual foundation model which characterized by the linear Winkler's modulus and Pasternak's (shear) foundation modulus. The SLGS be subjected to distributive compressive in-plane edge forces per unit length. The governing equilibrium equations are obtained and solved for getting the critical buckling loads of simply-supported SLGSs. The effects of many parameters like nonlocal parameter, aspect ratio, Winkler-Pasternak's foundation, damping coefficient, and mode numbers on the buckling analysis of the SLGSs are investigated in detail. The present results are compared with the corresponding available in the literature. Additional results are tabulated and plotted for sensing the effect of all used parameters and to investigate the visco-Pasternak's parameters for future comparisons.

형상기억합금을 이용한 지능형 고분자 복합재료의 설계 (Design of an Intelligent Polymer-Matrix-Composite Using Shape Memory Alloy)

  • 정태헌
    • 대한기계학회논문집A
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    • 제21권10호
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    • pp.1609-1618
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    • 1997
  • Thermo-mechanical behaviors of polymer matrix composite(PMC) with continuous TiNi fiber are studied using theoretical analysis with 1-D analytical model and numerical analysis with 2-D multi-fiber finite element(FE) model. It is found that both compressive stress in matrix and tensile stress in TiNi fiber are the source of strengthening mechanisms and thermo-mechanical coupling. Thermal expansion of continuous TiNi fiber reinforced PMC has been compared with various mechanical behaviors as a function of fiber volume fraction, degree of pre-strain and modulus ratio between TiNi fiber and polymer matrix. Based on the concept of so-called shape memory composite(SMC) with a permanent shape memory effect, the critical modulus ratio is determined to obtain a smart composite with no or minimum thermal deformation. The critical modulus ratio should be a major factor for design and manufacturing of SMC.

동적 거동 시뮬레이션을 위한 종이의 물성치 추정 (Material Property Estimation of Paper for Dynamic Behavior Simulation)

  • 이근표;최진환;이순걸
    • 한국정밀공학회지
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    • 제25권5호
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    • pp.103-111
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    • 2008
  • This study proposes a technique to estimate the material property of a paper by using an experimental methods and commercial CAE software. Under gravitation, if one side of the paper is attached to the ground, the opposite side of paper is largely deformed, and vibrates freely. Since the paper has an orthotropic characteristic due to its treatment, the deformations in two orthogonal directions of the dry paper are different. An experimental method to measure the static deformation of the paper introduces this phenomenon. And dynamic behavior, frequency of free vibration is measured. And then. virtual prototypes that can represent the static and dynamic behavior are modeled by using the commercial CAE software $RecurDyn^{MT}$/MTT3D, which has been widely used by the printer makers. While comparing the deformation and frequency from the experiment and simulation, a design optimization technique in the commercial CAE software of R-INOPL, $RecurDyn^{TM}$/AutoDesign is used to estimate the material property such as Young's modulus, shear modulus and density of the paper.

Nanomechanical behaviors and properties of amyloid fibrils

  • Choi, Bumjoon;Lee, Sang Woo;Eom, Kilho
    • Multiscale and Multiphysics Mechanics
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    • 제1권1호
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    • pp.53-64
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    • 2016
  • Amyloid fibrils have recently been considered as an interesting material, since they exhibit the excellent mechanical properties such as elastic modulus in the order of 10 GPa, which is larger than that of other protein materials. Despite recent findings of these excellent mechanical properties for amyloid fibrils, it has not been fully understood how these excellent mechanical properties are achieved. In this work, we have studied the nanomechanical deformation behaviors and properties of amyloid fibrils such as their elastic modulus as well as fracture strength, by using atomistic simulations, particularly steered molecular dynamics simulations. Our simulation results suggest the important role of the length of amyloid fibrils in their mechanical properties such that the fracture force of amyloid fibril is increased when the fibril length decreases. This length scale effect is attributed to the rupture mechanisms of hydrogen bonds that sustain the fibril structure. Moreover, we have investigated the effect of boundary condition on the nanomechanical deformation mechanisms of amyloid fibrils. It is found that the fracture force is critically affected by boundary condition. Our study highlights the crucial role of both fibril length and boundary condition in the nanomechanical properties of amyloid fibrils.

Effect of bridge lateral deformation on track geometry of high-speed railway

  • Gou, Hongye;Yang, Longcheng;Leng, Dan;Bao, Yi;Pu, Qianhui
    • Steel and Composite Structures
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    • 제29권2호
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    • pp.219-229
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    • 2018
  • This paper presents an analytical model to analyze the mapping relationship between bridge lateral deformation and track geometry of high-speed railway. Based on the rail deformation mechanisms, the deformation of track slab and rail at the locations of fasteners are analyzed. Formulae of rail lateral deformation are derived and validated against a finite element model. Based on the analytical model, a rail deformation extension coefficient is presented, and effects of different lateral deformations on track geometry are evaluated. Parametric studies are conducted to evaluate the effects of the deformation amplitude, fastener stiffness and mortar layer stiffness on the rail deformation. The rail deformation increases with the deformation of the girder, and is dependent on the spacing of the fasteners, the elastic modulus of the rail's material, and the moment of inertia of the rail's section.