• 제목/요약/키워드: Dynamic Elasticity

검색결과 422건 처리시간 0.024초

온도변화에 따른 바닥충격음 완충재의 동탄성계수 변화 (The dynamic stiffness of resilient materials for floor impact sound according to temperature change)

  • 연준오;구희모;이성찬
    • 한국음향학회지
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    • 제37권5호
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    • pp.338-342
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    • 2018
  • 상하층 간 공동주택의 바닥충격음 문제를 해결하기 위해 국토교통부에서는 바닥충격음 레벨에 영향을 미치는 완충재에 대한 물성 기준도 함께 고시하고 있다. 완충재에 대한 물성 기준중 가열전후 동탄성계수, 손실계수는 특히 바닥충격음과 가장 연관되어 있다. 따라서 본 연구에서는 기준에서 명시하고 있는 $70^{\circ}C$의 온도 조건을 기준으로 $10^{\circ}C$씩 증가시키고 $10^{\circ}C$씩 저감시켜 온도변화에 따른 동탄성계수 및 손실계수에 대하여 변화율을 검토하였다. 총 8가지 종류의 시료에 대하여 동탄성계수 및 손실계수 측정 방법은 펄스 가진법으로 수행되었으며 결과 산출방법은 감쇠 진동 파형을 이용한 시계열 해석법으로 산출하였다.

초음파 속도법과 충격반향기법에 의한 콘크리트의 종파 속도 비교 (Comparison of Longitudinal Wave Velocity in Concrete by Ultrasonic Pulse Velocity Method and Impact-Echo Method)

  • 이회근;이광명;김영환
    • 비파괴검사학회지
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    • 제23권2호
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    • pp.98-106
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    • 2003
  • 비파괴시험(NDT)은 구조물의 기능에 손상을 주지 않으면서 콘크리트에 대한 많은 정보를 준다. 여러 가지 NDT 방법들 중에서, 초음파 속도법과 충격반향기법과 같이 탄성파의 속도를 이용하는 방법은 콘크리트의 압축강도, 탄성계수, 포아송비의 추정뿐만 아니라, 내부 미세구조 변화 모니터링과 결함 탐지 등을 위해 이용되고 있다. 본 연구에서는 물-결합재비가 $0.27{\sim}0.50$이고 시멘트 중량의 20%를 플라이 애쉬로 대체 사용한 콘크리트를 제조한 후, 동일한 콘크리트에 대해 초음파 속도법과 충격반향기법을 이용하여 종파 속도를 각각 측정하여 서로 비교하였다. 실험 결과, 콘크리트 공시체로부터 측정된 초음파 속도가 충격반향기법에 의해 측정된 종파 속도, 즉 막대파 속도보다 큰 경향을 나타내었으며, 이들의 차이는 재령이 증가함에 따라 그리고 콘크리트의 강도가 커질수록 각각 감소하는 경향을 나타내었다. 또한, 동포아송비, 정탄성계수, 동탄성계수, 속도-강도의 상관관계 등을 실험적으로 결정하였다. 그 결과, 동적인 방법으로 결정되는 포아송비와 탄성계수가 정적인 시험에 의한 것보다 크게 나타났다. 따라서, 탄성파 속도를 이용하여 콘크리트의 성질들을 보다 정확하게 추정하기 위해서는 속도 특성에 대한 이해가 필요할 것으로 사료된다.

유연한 로보트 팔의 동적 모델링과 시뮬레이션 (Dynamic modeling and simulation of flexible robotic arms)

  • 김형옥;박세승;이정기;박종국
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1992년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 19-21 Oct. 1992
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    • pp.248-253
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    • 1992
  • In the development of a high speed and light weight manipulator, it is necessary to consider the structural elasticity of a robotic arm. The analysis of the infinite mode dynamic of robotic arm must be performed to obtain the finite mode modelling to achieve the feasible controller design of the robotic arm. The modelling procedure of the robotic arm is also illustrated. The controlled mode of the modelled dynamic can be derived by truncating the higher vibrational mode to result in the low order system for the sampling in the control signal is confined to the higher mode. And it is controlled by the pole assignment which can compensate the unmodelled dynamic effects. The unmodelled dynamic can result in the instability of the controlled system, which is known as spillover. The controller design of the low order system is simulated by the pole assignment and optimal control theory.

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시일 동특성에 미치는 원심응력의 영향에 관한 연구 (The Effects of Centrifugal Stress on Seal Dynamics)

  • 양보석
    • Tribology and Lubricants
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    • 제5권1호
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    • pp.64-68
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    • 1989
  • The dynamic characteristics of the annular pressure seal employed in pump have been theoretically deduced with consideration of the effects of elastic deformation due to the centrifugal stress. The deformation of the shaft is governed by the linear theory of elasticity. The results derived herein considering the elastic deformation are compared with the previously published author's results in the stiffness and damping coefficients.

시변 모형을 이용한 국내 구리 가격탄력성 분석 (Analysis of the Korean Copper Price Elasticity using Time-Varying Model)

  • 김강호;김진수
    • 자원ㆍ환경경제연구
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    • 제33권2호
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    • pp.135-157
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    • 2024
  • 본 연구에서는 국제 구리 가격 변동에 따른 국내 수요 변화를 분석하여 국내 구리(전기동)의 가격탄력성을 분석하였다. 이를 위해 구리의 순 수입량, 가격, 생산지수를 변수로 1989년 1월부터 2022년 12월까지 총 408개의 시계열 자료에 대해 벡터자기회귀(Vector autoregressive, VAR) 모형을 구성하고, 시간의 흐름에 따른 변수 간의 상관관계 변화를 파악하고자 시변 모형(Time Varying VAR)을 사용하여 변수 간의 동적 관계를 분석하였다. 분석 결과 국내 구리의 가격탄력성은 -0.1835로 음의 가격탄력성이 존재함을 확인하였고, 사분위수 범위는 -0.3130 ~ 0.0886으로 시간의 흐름에 따라 일관성 있는 추세는 없지만 주로 음의 탄력성을 띠면서 탄력성이 변화하는 것을 확인하였다. 본 연구의 결과는 비축을 포함한 광물자원 관련 정책 수립 시 파생되는 기대효과를 정량화하여 제시하는 데 활용할 수 있다.

소성 점토의 침탄에 따른 동결융해 저항성 및 적외선 방사특성 연구 (A Study on the Infrared Emission Properties and Freeze-thaw Resistance for Calcined Clay by Carburization Treatment)

  • 김기호;김상명;강병철
    • 한국세라믹학회지
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    • 제45권7호
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    • pp.387-394
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    • 2008
  • The Physical property changes of calcined clay by carburization were investigated studied. The carburization mechanism is the penetration of carbon which occurred during incomplete fuel combustion into crevice of clay structure. The experiments for elasticity and freeze-thaw resistance were conducted, and the results can be summarized as follows: Dynamic modulus of elasticity and also freeze-thaw resistance of calcined clay by carburization treatment increased more than 92% after testing 300 cycle, which was more improved than 88% of calcined clay. Therefore, it can decrease the possibility of winter-sowing, which is one the weakness of calcined clay. It is on the basis of the fact that the porosity of calcined clay by carburization treatment is about 12%, which indicates smaller pore spaces comparing with the 14% of porosity of calcined clay and those values were calculated by apparent porosity show and also supported by SEM images. Infrared emissivity of calcined clay by carburization treatment and calcined clay were respectively 0.92 and 0.9l at $80^{\circ}C$. However, those values were 0.91 and 0.88 at $200^{\circ}C$, which means infrared emissivity of calcined clay by carburization treatment shows 3.6% higher than the calcined clay. Moreover, within the wavelength range from 3 to $7\;{\mu}m$, while the calcined clay had low infrared emissivity, the calcined clay by carburization treatment had increased infrared emissivity. It is inferred that it was affected by carbon element that has high infrared absorptivity within this wavelength range.

팽창 폴리스틸렌 비드 콘크리트의 물리.역학적 특성 (Physical and Mechanical Properties of Expanded Polystyrene Bead Concrete)

  • 민정기;김성완;성찬용
    • 한국농공학회지
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    • 제38권6호
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    • pp.83-95
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    • 1996
  • The normal cement concrete is widely used material to build the construction recently, but it has a fault to increase the dead load on account of its unit weight is large compared with strength. So, main purpose of this study was to establish the physical and mechanical properties of lightweight concrete using expanded polystyrene bead on fine aggregate and natural gravel, expanded clay and pumice stone on coarse aggregate. The test rusults of this study are summarized as follows; 1. The water-cement ratio of concrete using pumice stone was larger than that of the concrete using natural gravel and expanded clay. 2. The unit weights of concrete using pumice stone and expanded caly were shown less than 1,000g/$m^3$. 3. The compressive strengths of all types were shown less than 60kg/$cm^2$, tensile and bending strengths were shown less than l3kg/$cm^2$ and 3lkg/$cm^2$$^2$, respectively. 4. The pulse velocity of concrete was shown similar with using natural gravel and pumice stone, and shown the lowest using pumice stone. 5. The dynamic modulus of elasticity of concrete was shown considerably smaller, and shown the lowest using pumice stone. 6. The static modulus of elasticity of concrete using expanded clay and pumice stone were shown considerably smaller, and shown 22% ~29% as compared with the dynamic modulus of elasticity. 7. The stress-strain curves of concrete were shown similar, generally. And the curves were repeated at short intervals increase and decreased irregularly.

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비파괴 시험방법을 이용한 낙엽송재 원목의 휨강도 특성 평가 (Bending strength assessment of Larix logs by nondestructive evaluation techniques)

  • 박준철;홍순일
    • 임산에너지
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    • 제22권2호
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    • pp.60-68
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    • 2003
  • 목재의 기계적 특성을 평가하기 위하여 여러 가지 비파괴 측정 기술이 도입되고 있다. 본 실험은 낙엽송(Larix kaempferi Carr.) 소경재 원목을 초음파의 통과 속도와 종진동의 고유진동수를 이용한 비파괴 측정 기술로 영계수를 측정하여 휨강도 실험을 통해 얻은 실측 영계수와 휨파괴계수의 상관관계를 검토하였다. 실험에는 50본의 소경재 원목이 사용되었다. 종진동의 고유진동수를 이용한 영계수와 실측 영계수는 비교적 높은 상관관계를 나타내었다. 초음파를 이용한 비파괴 영계수 측정은 옹이의 출현빈도가 높은 원목의 선별에 효과적이었으며 종진동의 고유진동수를 이용한 측정은 할렬의 출현빈도가 높은 원목의 선별에 효과적임을 확인하였다.

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The finite element method for dynamics of FG porous truncated conical panels reinforced with graphene platelets based on the 3-D elasticity

  • Lingqin Xia;Ruiquan Wang;Guang Chen;Kamran Asemi;Abdelouahed Tounsi
    • Advances in nano research
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    • 제14권4호
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    • pp.375-389
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    • 2023
  • In this study, free vibration analysis of functionally graded (FG) porous truncated conical shell panels reinforced by graphene platelets (GPLs) has been investigated for the first time. Additionally, the effect of three different types of porosity distribution and five different types of GPLs patterns on dynamic response of the shell are also studied. Halpin-Tsai micromechanical model and Voigt's rule are used to determine Young modulus, shear modulus and Poisson's ratio with mass densities of the shell, respectively. The main novelties of present study are: applying 3D elasticity theory and the finite element method in conjunction with Rayleigh-Ritz method to give more accurate results unlike other simplified shell theories, and also presenting a general 3D solution in cylindrical coordinate system that can be used for analyses of different structures such as circular, annular and annular sector plates, cylindrical shells and panels, and conical shells and panels. A convergence study is performed to justify the correctness of the obtained solution and numerical results. The impact of porosity and GPLs patterns, the volume of voids, the weight fraction of graphene nanofillers, semi vertex and span angles of the cone, and various boundary conditions on natural frequencies of the functionally graded panel have been comprehensively studied and discussed. The results show that the most important parameter on dynamic response of FG porous truncated conical panel is the weight fraction of nanofiller and adding 1% weight fraction of nanofiller could increase 57% approximately the amounts of natural frequencies of the shell. Moreover, the porosity distribution has great effect on the value of natural frequency of structure rather than the porosity coefficient.

일반 형상의 2차원 영역에서의 멀티스케일 웨이블렛-갤러킨 기법 (Multiscale Wavelet-Galerkin Method in General Two-Dimensional Problems)

  • 김윤영;장강원;김재은
    • 대한기계학회논문집A
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    • 제26권5호
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    • pp.939-951
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    • 2002
  • We propose a new multiscale Galerkin method based on interpolation wavelets for two-dimensional Poisson's and plane elasticity problems. The major contributions of the present work are: 1) full multiresolution numerical analysis is carried out, 2) general boundaries are handled by a fictitious domain method without using a penalty term or the Lagrange multiplier, 3) no special integration rule is necessary unlike in the (bi-)orthogonal wavelet-based methods, and 4) an efficient adaptive scheme is easy to incorporate. Several benchmark-type problems are considered to show the effectiveness and the potentials of the present approach. is 1-2m/s and impact deformation of the electrode depends on the strain rate at that velocity, the dynamic behavior of the sinter-forged Cu-Cr is a key to investigate the impact characteristics of the electrodes. The dynamic response of the material at the high strain rate is obtained from the split Hopkinson pressure bar test using disc-type specimens. Experimental results from both quasi-static and dynamic compressive tests are Interpolated to construct the Johnson-Cook model as the constitutive relation that should be applied to simulation of the dynamic behavior of the electrodes. The impact characteristics of a vacuum interrupter are investigated with computer simulations by changing the value of five parameters such as the initial velocity of a movable electrode, the added mass of a movable electrode, the wipe spring constant, initial offset of a wipe spring and the virtual fixed spring constant.