• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.111-118
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• 2006

The elastic buckling strength of a corrugated culvert made of orthotropic material such as FRP was evaluated. The height and length of a corrugated wave and the thickness of the culvert were considered as factors affecting the buckling strength of the culvert. And also, the ratio of the longitudinal stiffness and transverse stiffness was considered as the parameter affecting on the buckling strength of the used orthotropic material. Buckling strengths of various corrugated culvert models with different shapes and stiffness ratio were evaluated by FE analyses and a formula to estimate the elastic buckling strength was suggested from the regression with FE analysis results. Analysis results show that a corrugated culvert has superior buckling strength to a general flat pipe and the suggested formula estimates accurate buckling strength of the corrugated culverts made of orthotropic material.

• 문화기술의 융합
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• 제6권2호
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• pp.535-541
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• 2020

현행 탄성 재료 교체 및 성능평가는 작업성 및 작업공정이 매우 복잡하고 시간도 많이 소요됨은 물론 탄성 재료의 교체시기를 사전에 파악하기 어려운 반면, 본 연구에서 제시한 방법은 탄성 재료의 궤도지지강성 변화율을 상품 한계치와 기능 한계치를 비교 표시해 줌으로써 탄성 재료 교체의 필요성 및 교체 전, 후의 궤도지지강성 개선효과를 현장에서 즉각적으로 실험데이터를 바탕으로 입증이 가능하다. 또한 궤도지지강성 평가 소프트웨어를 이용하여 현장시험을 통해 획득한 탄성 재료에 대한 성능평가 데이터가 관리자 컴퓨터에 통합 관리되기 때문에 탄성재료의 교체시기 및 위치를 파악함으로써 교체 계획 수립 및 유지관리 이력 관리가 가능하다. 따라서 선로 순회하는 작업시간 동안 다수의 측점에서 탄성재료의 성능 및 상태를 현재 운영상태에서 궤도성능(궤도지지강성) 및 궤도재료의 내구성능(노후화 수준, 물성변화율 등)을 평가함으로써 시기적절하게 탄성재료를 교체할 수 있으며, 지속적으로 탄성재료의 성능변화(열화)상태를 모니터링 할 수 있어 궤도유지관리에 활용도가 높을 것으로 판단된다.

• Interaction and multiscale mechanics
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• 제4권2호
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• pp.85-105
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• 2011

The influence of surface elasticity and surface residual stress on the elastic field of an isotropic nanoscale elastic layer of finite thickness bonded to a rigid material base is considered by employing the Gurtin-Murdoch continuum theory of elastic material surfaces. The fundamental solutions corresponding to buried vertical and horizontal line loads are obtained by using Fourier integral transform techniques. Selected numerical results are presented for the cases of a finite elastic layer and a semi-infinite elastic medium to portray the influence of surface elasticity and residual surface stress on the bulk stress field. It is found that the bulk stress field depends significantly on both surface elastic constants and residual surface stress. The consideration of out-of-plane terms of the surface stress yields significantly different solutions compared to previous studies. The solutions presented in this study can be used to examine a variety of practical problems involving nanoscale/soft material systems and to develop boundary integral equations methods for such systems.

• Structural Engineering and Mechanics
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• 제27권2호
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• pp.199-222
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• 2007

Composite laminated structures supported on elastic foundations are being increasingly used in a great variety of engineering applications. Composites exhibit larger dispersion in their material properties compared to the conventional materials due to large number of parameters associated with their manufacturing and fabrication processes. And also the dispersion in elastic foundation stiffness parameter is inherent due to inaccurate modeling and determination of elastic foundation properties in practice. For a better modeling of the material properties and foundation, these are treated as random variables. This paper deals with effects of randomness in material properties and foundation stiffness parameters on the free vibration response of laminated composite plate resting on an elastic foundation. A $C^0$ finite element method has been used for arriving at an eigen value problem. Higher order shear deformation theory has been used to model the displacement field. A mean centered first order perturbation technique has been employed to handle randomness in system properties for obtaining the stochastic characteristic of frequency response. It is observed that small amount of variations in random material properties and foundation stiffness parameters significantly affect the free vibration response of the laminated composite plate. The results have been compared with those available in the literature and an independent Monte Carlo simulation.

• 비파괴검사학회지
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• 제30권2호
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• pp.146-154
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• 2010

알루미늄 5052 합금의 탄성특성에 대한 ECAP 강소성변형과 어닐링효과를 연구하였다. 알루미늄 5052 합금은 용체화 처리 후 ECAP 가공하고 어닐링처리를 수행하였다. 탄성계수는 기존의 인장시험과 나노압입시험을 통해 측정하고 음향현미경의 음향재료신호를 이용하여 시료의 표변에서 탄성계수를 측정하였다. 기존의 시험법으로는 불가능한 소성변형과 열처리에 따른 탄성계수의 변화를 음향재료신호를 이용하여 성공적으로 측정하였고 개개의 결정립에서도 결정방위에 의존하는 탄성계수를 얻었다.

• Steel and Composite Structures
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• 제22권1호
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• pp.91-112
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• 2016

In this paper, post-buckling behavior of sandwich plates with functionally graded (FG) face sheets under uniform temperature rise loading is examined based on both sinusoidal shear deformation theory and stress function. It is supposed that the sandwich plate is in contact with an elastic foundation during deformation, which acts in both compression and tension. Thermo-elastic non-homogeneous properties of FG layers change smoothly by the variation of power law within the thickness, and temperature dependency of material constituents is considered in the formulation. In the present development, Von Karman nonlinearity and initial geometrical imperfection of sandwich plate are also taken into account. By employing Galerkin method, analytical solutions of thermal buckling and post-buckling equilibrium paths for simply supported plates are determined. Numerical examples presented in the present study discuss the effects of gradient index, sandwich plate geometry, geometrical imperfection, temperature dependency, and the elastic foundation parameters.

• 패션비즈니스
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• 제11권4호
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• pp.92-100
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• 2007

The most emphasized materials in the modern fashion are the elastic materials with the advent of sportswear. In the area of elastic materials, the technology of foaming plastics became main research area. As novel materials, latex and neoprene based fabrics are emerging for the elastic material, among those elastic material staged by renowned fashion designers. We searched those works through literature and pictures, and examined the physical properties. Neoprene composite with filament knit fabrics are excellent in strength and water-proof. Latex fabrics gave smooth feel and elastic feel. These may be adequate for aesthetic textile material. Based on these characteristics, these techno-texitiles will find broad applications in the fashionable materials.

• 한국압력기기공학회 논문집
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• 제15권1호
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• pp.8-17
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• 2019

Perforated plates are used for the steam generator tube-sheet and the Reactor Vessel Closure Head in the Nuclear Power Plant. The ASME code, Section III Appendix A-8000, addresses the analysis of perforated plates, however, this analysis is only limited to the flat plate with a triangular perforation pattern. Based on the concept of the effective elastic constants, simulation of flat and spherical perforated plates and their equivalent solid plates were carried out using Finite Element Analysis (FEA). The isotropic material properties of the perforated plate were replaced with anisotropic material properties of the equivalent solid plate and subjected to the same loading conditions. The generated curves of effective elastic constants vs ligament efficiency for the flat perforated plate were in agreement with the design curve provided by ASME code. With this result, a plate with spherical curvature having perforations can be conveniently analyzed with equivalent elastic modulus and equivalent Poisson's ratio.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.383-391
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• 1997

The prediction of effective properties of heterogeneous material like concrete is of primary importance in design or analysis. This paper os about micromechanice-based evaluation of elastic moduli of concretes considering composite material behavior. In this study, micromechanixe-based schemes for the effective elastic modui of the lightweight foamed concrete and the normal concrete are proposed based on averaging techniques using a single-layered inclusion model and a multi-phase and multi-layered inclusion model. respectively, For the verification's sake, elastic moduli evaluated in this study are compared with experimental data and results by existing formula.

• 한국해양공학회지
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• 제15권3호
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• pp.63-68
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• 2001

SG-365 steel is an important material and used for manufacturing a pressure vessel which the gas piping. In this investigation, the elastic plastic fracture toughness of this material is evaluated by the an unloading compliance method according to the ATM E813-97 method on the smooth and side groove 1CT specimens. The effect of smooth and side groove is studied on the elastic plastic fracture toughness. The side grooved specimen is very useful in estimation of the $J_IC. Because it is much easier than the smooth specimen to the onset of the ductile tearing by the R curve method. Besides, it improves the accuracy of toughness values, decreases the scattering of them and tunneling and shear lip by the side groove.