• Advances in nano research
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• 제15권2호
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• pp.175-189
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• 2023

The under-evaluation structure includes a functionally graded porous (FGP) core which is confined by two piezoelectric carbon nanotubes reinforced composite (CNTRC) layers. The whole structure rests on the Pasternak foundation. Using quasi-3D hyperbolic shear deformation theory, governing equations of a sandwich plate are driven. Moreover, face sheets are subjected to the electric field and the whole model is under thermal loading. The properties of all layers alter continuously along with thickness direction due to the CNTs and pores distributions. By conducting the current study, the results emerged in detail to assess the effects of different parameters on buckling of structure. As instance, it is revealed that highest and lowest critical buckling load and consequently stiffness, is due to the V-A and A-V CNTs dispersion type, respectively. Furthermore, it is revealed that by porosity coefficient enhancement, critical buckling load and consequently, stiffness reduces dramatically. Current paper results can be used in various high-tech industries as aerospace factories.

• Computers and Concrete
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• 제32권1호
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• pp.87-97
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• 2023

The bending of a porous FG plate is discussed in this study using a novel higher quasi-3D hyperbolic shear deformation theory with four unknowns. The proposed theory takes into consideration the normal and transverse shear deformation effect and ensures the parabolic distribution of the transverse stresses through the thickness direction with zero-traction at the top and the bottom surfaces of the structure. Innovative porous functionally graded materials (FGM) have through-thickness porosity as a unique attribute that gradually varies with their qualities. An analytical solution of the static response of the perfect and imperfect FG plate was derived based on the virtual work principle and solved using Navier's procedure. The validity and the efficiency of the current model is confirmed by comparing the results with those obtained by others solutions. The comparisons showed that the present model is very efficient and simple in terms of computation time and exactness. The impact of the porosity parameter, aspect ratio, and thickness ratio on the bending of porous FG plate is shown through a discussion of several numerical results.

• Bulletin of the Korean Chemical Society
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• 제13권1호
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• pp.59-64
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• 1992

The contrasting behaviour of meso-and d,l-$D_3$-trishomocubylidene-$D_3$-trishomocubane (1 and 2) in the electrophilic addition reaction, the former giving rearranged spiro compound (1a and 1b) and the latter giving 1,2-adduct (2a and 2b), has been explained as arising from the secondary steric effects based on computational evidence. As the degree of out-of-plane deformation of the olefinic carbon atoms increases with reaction progress, the resulting internal congestion in the region behind the double bond becomes unbearably large in meso-1. The absence of symmetry plane across the double bond of d,l-2 helps for the closing fragments to adjust themselves.

• Structural Engineering and Mechanics
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• 제68권1호
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• pp.53-66
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• 2018

This paper presents an analysis of the bending, buckling and free vibration of functionally graded sandwich beams resting on elastic foundation by using a refined quasi-3D theory in which both shear deformation and thickness stretching effects are included. The displacement field contains only three unknowns, which is less than the number of parameters of many other shear deformation theories. In order to homogenize the micromechanical properties of the FGM sandwich beam, the material properties are derived on the basis of several micromechanical models such as Tamura, Voigt, Reuss and many others. The principle of virtual works is used to obtain the equilibrium equations. The elastic foundation is modeled using the Pasternak mathematical model. The governing equations are obtained through the Hamilton's principle and then are solved via Navier solution for the simply supported beam. The accuracy of the proposed theory can be noticed by comparing it with other 3D solution available in the literature. A detailed parametric study is presented to show the influence of the micromechanical models on the general behavior of FG sandwich beams on elastic foundation.

• Steel and Composite Structures
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• 제41권5호
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• pp.697-711
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• 2021

In this work, a simple quasi 3-D parabolic shear deformation theory is developed to examine the bending response of antisymmetric cross-ply laminated composite plates under different types of mechanical loading. The main feature of this theory is that, in addition to including the transverse shear deformation and thickness stretching effects, it has only five-unknown variables in the displacement field modeling like Mindlin's theory (FSDT), yet satisfies the zero shear stress conditions on the top and bottom surfaces of the plate without requiring a shear correction factor. The static version of principle of virtual work was employed to derive the governing equations, while the bending problem for simply supported antisymmetric cross-ply laminated plates was solved by a Navier-type closed-form solution procedure. The adequacy of the proposed model is handled by considering the impact of side-to-thickness ratio on bending response of plate through several illustrative examples. Comparison of the obtained numerical results with the other shear deformation theories leads to the conclusion that the present model is more accurate and efficient in predicting the displacements and stresses of laminated composite plates.

• 한국컴퓨터그래픽스학회논문지
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• 제27권5호
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• pp.1-11
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• 2021

본 연구는 골격이 있고 삼각형 메쉬로 이루어진 3D 모델의 변형을 빠른 연산 속도로 구현하는 것을 목표로 한다. 이를 위해 삼각형 메쉬 정점의 위치를 빠른 속도로 계산할 수 있는 IK 풀이 방법을 연구하고 해당 인터페이스를 개발하였다. 모델 표면상에 한 개 이상의 마커를 지정하고 마커의 목표 위치를 설정하면, 이 시스템은 마커의 목표 위치를 기준으로 가속화된 IK 풀이를 통해 모델 표면을 구성하는 삼각형 메쉬 정점의 위치를 계산한다. 메쉬의 위치를 결정하는 데에는 각 마커와 해당 마커에 영향을 미치는 관절, 그리고 해당 관절의 상위(부모) 관절에 대하여 계산을 수행하는데, 이 과정에서 빈번하게 사용되는 중복된 항(terms)이 발생한다. 이러한 중복항을 사전에 계산해 둠으로써 기존의 삼중 중첩 반복 구조의 계산 절차를 이중 중첩 반복 구조로 개선하여 모델 변형 결과를 신속하게 구현할 수 있다. 제안된 가속화된 IK 풀이 방법은 LBS 기법으로 구현된 3D 모델을 다루거나 마커 없이 단순 촬영만으로 대상 물체를 추적하는 무마커 추적 관련 연구 등 다양한 분야에서 유용하게 활용할 수 있다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2000년도 추계학술대회 논문집
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• pp.220-223
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• 2000

In this study for the development of a 3D pattern mill, we designed its layout which has high stiffness and low-weight structure. We calculated the load of each axis component when 3D pattern mill is under the worst cutting conditions. On base of the calculations, we determined the size of its structure and selected main components of the machine. Also, using FEM we analyzed the layout design of 3D pattern mill to reduce the wcight of structure and increase stiffness of it. According to the load position and direction, shapes and values of the deformation and the stress distributions are calculated, also we calculated the natural frequencies and mode shapes in order ta modify and redesign the weak parts

• 비파괴검사학회지
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• 제30권5호
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• pp.423-428
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• 2010

본 논문에서는 ESPI 방법을 이용하여 자동차 엔진의 핵심 부품인 TPS의 열변형력에 따른 변외변형을 측정하여 열변형 특성을 분석하였다. 높은 해상도의 CCD와 줌렌즈를 사용하여 부품의 검사영역을 가로 세로 각각 5cm로 최소화하였다. 주행거리가 다른 TPS 부품들을 4-step 위상이동법과 위상 연속화를 통해 변형량이 연속적으로 변하는 위상도를 얻었고, 3차원으로 변형의 모양과 크기를 나타내었다. 약 $70^{\circ}C$의 온도를 유지하면서 TPS 부품에 열을 가한 경우 주행거리가 길어질수록 TPS 변형은 크게 측정되었고, 위로 볼록한 형태로 변형되었다. 그리고 내부결함이 있는 부품에서는 위상도에 불연속적인 무늬가 나타났고, 아래로 오목한 모양을 갖는 변형으로 나타났다.

• Geomechanics and Engineering
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• 제24권4호
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• pp.323-335
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• 2021

This paper aims to estimate the range of the excavation damaged zone (EDZ) formation caused by the tunnel boring machine (TBM) advancement through dynamic three-dimensional large deformation finite element analysis. Large deformation analysis based on Coupled Eulerian-Lagrangian (CEL) analysis is used to accurately simulate the behavior during TBM excavation. The analysis model is verified based on numerous test results reported in the literature. The range of the formed EDZ will be suggested as a boundary under various conditions - different tunnel diameter, tunnel depth, and rock type. Moreover, evaluation of the integrity of the tunnel structure during excavation has been carried out. Based on the numerical results, the apparent boundary of the EDZ is shown to within the range of 0.7D (D: tunnel diameter) around the excavation surface. Through series of numerical computation, it is clear that for the rock of with higher rock mass rating (RMR) grade (close to 1st grade), the EDZ around the tunnel tends to increase. The size of the EDZ is found to be direct proportional to the tunnel diameter, whereas the depth of the tunnel is inversely proportional to the magnitude of the EDZ. However, the relationship between the formation of the EDZ and the stability of the tunnel was not found to be consistent. In case where the TBM excavation is carried out in hard rock or rock under high confinement (excavation under greater depth), large range of the EDZ may be formed, but less strain occurs along the excavation surface during excavation and is found to be more stable.

• 한국지반공학회논문집
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• 제35권5호
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• pp.21-30
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• 2019

얕은 터널에 대한 연구는 종방향 하중전이와 수평지반에 대한 연구가 주를 이루었으며 사면 하부에 위치한 얕은 터널 주변지반의 거동연구는 미흡한 실정이다. 따라서 본 연구에서는 사면 하부에 위치한 터널의 종방향 굴진에 따른 터널 주변지반의 거동을 규명하기 위해 변위제어방식으로 모형시험을 실시하였다. 모형터널은 폭 320mm, 높이 210mm, 길이 55mm 규격의 강성이 큰 알루미늄 강체로 제작하였고, 모형지반은 3가지 규격의 탄소봉을 혼합하여 균질한 모형지반을 조성하였다. 모형시험은 사면 경사와 토피고를 변수로 측벽변형을 발생시키는 변위제어방식으로 실시하였으며, 터널 벽체의 하중변화, 터널 주변지반의 하중전이와 지표침하 변화를 측정하고 분석하였다. 지표침하의 변화는 경사가 증가할수록 수평지반보다 20~39%의 증가가 나타났다. 터널 천단부 및 측벽부의 하중 변화는 사면 경사가 증가할수록 천단부는 최대 20%가 증가하고, 측벽부는 사면 경사의 영향으로 하중비가 감소하는 것을 확인하였다. 연직하중은 토피고가 1.0D 이하에서는 최대 128%의 하중증가가 나타났지만, 토피고가 1.5D 이상에서는 수평지반과 큰 차이가 나타나지 않았다. 이것으로 사면 경사는 토피고 1.0D에서 가장 큰 영향이 나타나는 것을 확인하였다.