• 한국기계가공학회지
• /
• 제2권2호
• /
• pp.91-97
• /
• 2003

In rigid-plastic finite element method, there is a heavy computation time and convergence problem. In this study, revised rigid-plastic finite element method Will be introduced. This method is the way that restrict the convergence interval. In result, convergence problem and computation time due to large non-linearity in the existing numerical analysis method were no longer a critical problem. It is expected that various results from the numerical analysis will give very useful information for the design of tools in sheet metal forming process.

• 대한원격탐사학회:학술대회논문집
• /
• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
• /
• pp.1460-1463
• /
• 2003

In this study, plastic detection technique was developed, applying remote sensing technology as a method to extract plastic wastes, which is one of the big causes of concern contributing to environmental destruction. It is possible to extract areas where plastic (including polypropylene and polyethylene) wastes are prominent, using ASTER data by taking advantage of its absorptive characteristics of ASTER/SWIR bands. The algorithm is applicable to define large industrial wastes disposal sites and areas where plastic greenhouses are concentrated. However, the detection technique with ASTER/SWIR data has some research tasks to be tackled, which includes a partial secretion of reference spectral, depending on some conditions of plastic wastes and a detection error in a region mixed with vegetations and waters. Following results were obtained after making comparisons between several detection methods and plastic wastes in different conditions; (a)'spectral extraction method' was suitable for areas where plastic wastes exist separated from other objects, such as coastal areas where plastic wastes drifted ashore. (single plastic spectral was used as a reference for the 'spectral extraction method') (b)On the other hand, the 'spectral extraction method' was not suitable for sites where plastic wastes are mixed with vegetation and soil. After making comparison of the processing results of a mixed area, it was found that applying both 'separation method' using un-mixing and ‘spectral extraction method’ with NDVI masked is the most appropriate method to extract plastic wastes. Also, we have investigated the possibility of reducing the influence of vegetation and water, using ASTER/TIR, and successfully extracted some places with plastics. As a conclusion, we have summarized the relationship between detection techniques and conditions of plastic wastes and propose the practical application of remote sensing technology to the extraction of plastic wastes.

• 한국공간구조학회논문집
• /
• 제6권4호
• /
• pp.63-72
• /
• 2006

본 논문은 처짐각법을 사용하여 탄소성 좌굴 기본긱을 유도하고 이를 타당성을 검증하고 있다. 이와 함께 이 개념을 사용하여 구조해석 할 수 있는 탄소성좌굴해석 요소를 정식화하는 방법도 함께 설명하고 있다. 이 요소는 요소 양단에 탄소성 거동을 표현하는 스프링을, 요소 중앙부는 선형좌굴을 표현하는 스프링을 각각 설정하여 실제 부재의 탄소성 좌굴거동을 표현하도록 설계되어 있다. 또한 이 방법이 통상의 기하강성 매트릭스를 사용한 방법과 비교하여 어떠한 장점이 있는지를 분석하고 있다.

• 한국주조공학회지
• /
• 제13권1호
• /
• pp.81-93
• /
• 1993

It is well-known that the analysis of elasto-plastic thermal stress and deformation are substantially important in optimal design of metal casting mould. The unsteady state thermal stress and deformation generated during the solidification process of ingot and mould have been analyzed by two dimensional thermal elasto-plastic theories. Distributions of temperature, stress and relative displacement of the mould are calculated by the finite element method and compared with experimental results. In the elasto-plastic thermal stress analysis, compressive stress occurred at the inside wall of the mould whereas tensile stress occurred at outside wall. A coincidence between the analytical and experimental results is found to be fairly good, showing that the proposed analytical method is reliable.

• 한국농공학회지
• /
• 제36권1호
• /
• pp.116-127
• /
• 1994

A reliability analysis model for the frame structure which grafts the discretized ideal plastic method to the stochastic finite element method is introduced. The proposed method simmulates realistically the sequencial occurrence of plastic hinges and yields the probability of failure directly from the geometrical and material properties of a frame structure. The presented method can also take into account the uncertainties inherent in loads and resisten- ces through the stochastic finite element technique. The analysis results are compared with those of the Monte Carlo Simmulation, the Bound Theory, and the fs-unzipping method, and show good agreement.

• 소성∙가공
• /
• 제15권7호
• /
• pp.524-528
• /
• 2006

Although equal channel angular pressing (ECAP), imposing large plastic shear strain deformation by moving a workpiece through two intersecting channels, is a promising severe plastic deformation method for grain refinement of metallic materials, its batch type characteristic makes ECAP inefficient for multiple-passing. Rotary-die ECAP (RDECAP) proposed by Nishida et al. can achieve high productivity by using continuous processing without taking out the samples from the channel. However, plastic deformation behavior during RD-ECAP has not been investigated. In this study, material plastic flow and strain hardening behavior of the workpiece during RD-ECAP was investigated using the finite element method. It was found that plastic deformation becomes inhomogeneous with the number of passes due to an end effect, which was not found seriously in ECAP. Especially, decreasing corner gap with increasing the number of passes was observed and explained by the strain hardening effect.

• Journal of Welding and Joining
• /
• 제19권5호
• /
• pp.499-505
• /
• 2001

In order to classify the mechanical phenomena of thermal elasto-plastic behavior on the multi-spot welded joints, this study has tried to carry out three-dimensional thermal elasto-plastic analysis on them. However, because the shape of multi-spot welded joints is not taxi-symmetric, unlike the cafe of single-spot welded joint, the solution domain for simulation should be three dimension. Therefore, in this paper, firstly, the three-dimensional thermal elasto-plastic program is developed by an iso-parametric finite element method. Secondly, from the results analyzed by developed program, this has clarified mechanical characteristics and their production mechanism on single and multi-spot waled joints. Moreover, it has been intended to make clear effects of pitch length on welding residual stresses, plastic strain of multi-spot welded joints.

• Structural Engineering and Mechanics
• /
• 제11권4호
• /
• pp.423-442
• /
• 2001

This paper presents a method of elastic-plastic analysis for planar steel frames that provides the accuracy of distributed plasticity methods with the computational efficiency that is greater than that of distributed plasticity methods but less than that of plastic-hinge based methods. This method accounts for the effect of spread of plasticity accurately without discretization through the cross-section of a beam-column element, which is achieved by the following procedures. First, nonlinear equations describing the relationships between generalized stresses and strains of the cross-section are derived analytically. Next, nonlinear force-deformation relationships for the beam-column element are obtained through lengthwise integration of the generalized strains. Elastic-plastic flexibility coefficients are then calculated by differentiating the above element force-deformation relationships. Finally, an elastic-plastic stiffness matrix is obtained by making use of the flexibility-stiffness transformation. Adding the conventional geometric stiffness matrix to the elastic-plastic stiffness matrix results in the tangent stiffness matrix, which can readily be used to evaluate the load carrying capacity of steel frames following standard nonlinear analysis procedures. The accuracy of the proposed method is verified by several examples that are sensitive to the effect of spread of plasticity.

• 터널과지하공간
• /
• 제16권6호
• /
• pp.495-505
• /
• 2006

정수압 상태의 등방 무한 매질에 원형 터널이 굴착될 때 터널 주변부에서 발생되는 응력 및 변위 분포를 해석하는 것은 암반공학의 가장 기본적인 문제들 중의 하나이다. 암반을 탄성, 완전소성, 취성-소성 거동체로 가정한 경우 응력 및 변위 분포에 대한 정해가 알려져 있다. 그러나 변형률연화를 가정한 경우는 정해가 존재하지 않으며 여러 가지 가정에 기초한 수치해석적 근사해들이 보고되고 있을 뿐이다. 이 연구에서는 Mohr-Coulomb 암반을 대상으로 이러한 원형 터널의 변형률연화 거동을 간단하게 해석할 수 있는 수치해석 방법을 소개하였다. 이 방법은 변형률연화 거동 뿐만아니라 취성-소성 및 완전소성 거동의 해석에도 적용이 가능하다 정해가 알려진 취성-소성 거동의 검증을 통하여 제안된 모델의 정확성을 입증하였다. 변형률연화 거동해석 예로서 연화지수에 대한 매개변수 해석을 실시하였고 지반반응곡선을 작성하였다. 탄소성 해석시 터널 주변의 변위 분포 특성은 소성영역의 체적팽창성에 크게 영향을 받음을 알 수 있었다.

• 대한기계학회논문집A
• /
• 제31권10호
• /
• pp.1009-1016
• /
• 2007

Finite element alternating method has been suggested and used effectively to obtain the fracture parameters in assessing the integrity of cracked structures. The method obtains the solution from alternating independently between the FEM solution for an uncracked body and the crack solution in an infinite body. In the paper, the finite element alternating method is extended in order to obtain the elastic-plastic stress fields of a three dimensional inner crack. The three dimensional crack solutions for an infinite body were obtained using symmetric Galerkin boundary element method. As an example of a three dimensional inner crack, a penny-shaped crack in a finite body was analyzed and the obtained elastc-plastic stress fields were compared with the solution obtained from the finite element analysis with fine mesh. It is noted that in the region ahead of the crack front the stress values from FEAM are close to the values from FEM. But large discrepancy between two values is observed near the crack surfaces.