• 한국터널지하공간학회 논문집
• /
• 제8권2호
• /
• pp.87-100
• /
• 2006

본 연구에서는 화강암의 3차원 거동을 예측 분석할 수 있는 구성방정식을 마이크로플레인 모델을 이용하여 Westerly 화강암과 Bonnet 화강암의 시험데이터와 최적을 이루도록 개발하였다. 개발된 마이크로플레인 모델은 화강암의 일축압축 및 삼축압축 거동을 잘 예측하였다. 그리고 개발된 화강암의 마이크로플레인 모델을 유한요소법에 적용하여 암반 굴착시의 발파 모사를 통해 화강암의 비선형 거동을 효과적으로 해석하였다. 발파 응력파의 감쇠계수, 파쇄 영역 그리고 여굴을 방지할 수 있는 화약 장전조건 등이 연구되었다. 마이크로플레인 모델에서는 암석의 비선형 거동 및 균열발생으로 인한 에너지 감소가 잘 반영되었으며 발파 응력파의 감쇠계수는 선형탄성모델보다 크게 계산되었다. 또한 마이크로플레인 모델에서는 발파 응력파 진행에 따른 최대 주변형율을 이용하여 파쇄 영역을 직접적으로 계산할 수 있었다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1988년도 학술세미나 강연집
• /
• pp.3-67
• /
• 1988

Model studies on the response of homgeneous earth embankment dams subjected to strike-slip fault movement have been penomed via centrifuge and finite element analysis. The centrifuge model tests have shown that crack development in earth embankment experiences two major patters: shear failure deep inside the embankment and tension failure near the surface. The shear rupture zone develops from the base level and propagates upward continuously in the transverse direction but allows no open leakage chnnel. The open tensile cracks develop near the surface of the embankment, but they disappear deep in the embankment. The functional relationship has been developed based on the results of the centrifuge model tests incorporating tile variables of amount of fault movement, embankment geometry, and crack propagation extent in earth des. This set of information can be used as a guide line to evaluate a "transient" safety of the duaged embankment subjected to strike-slip fault movement. The finite element analysis has supplemented the additional expluations on crack development behavior identified from the results of the centrifuge model tests. The bounding surface time-independent plasticity soil model was employed in the numerical analysis. Due to the assumption of continuum in the current version of the 3-D FEM code, the prediction of the soil structure response beyond the failure condition was not quantitatively accurate. However, the fundamental mechanism of crack development was qualitatively evaluated based on the stress analysis for the deformed soil elements of the damaged earth embankment. The tensile failure zone is identified when the minor principal stress of the deformed soil elements less than zero. The shear failure zone is identified when the stress state of the deformed soil elements is at the point where the critical state line intersects the bounding surface.g surface.

• 전산구조공학
• /
• 제9권2호
• /
• pp.103-113
• /
• 1996

본 논문에서는 강구조물의 설계를 위한 가상하중 소성활절 해석기법이 연구되었다. 구조물의 기하학적인 불완전성을 가상하중기법으로 고려하였다. 본 해석기법을 통하여 구조물이 거동과 하중 지지능력을 직접적인 방법으로 예측할 수 있다. 즉 본 기법은 강구조 설계에서 전통적으로 사용되고 있는 유효길이 인자(K-factor)의 계산 및 각 부재의 강도계산을 필요로 하지 않으므로써 다음 세대의 설계기법이라고 할 수 있다. 본 기법에 의하여 예측된 강도와 변위는 정확한 해라고 알려진 Plastic-Zone해석 결과와 비교 검증하였다. 본 기법의 해석 및 설계 세부지침과 순서를 제시하였으며, 본 해석기법 및 AISC-LRFD방법에 의하여 결정된 부재크기를 비교하였다. 본 해석기법은 실제 설계에 효율적으로 사용될 수 있을 것으로 사료된다.

• KCI Concrete Journal
• /
• 제12권1호
• /
• pp.57-68
• /
• 2000

The effect of structure size on the nominal strength of unidirectional fiber-polymer composites, failing by propagation of a kink band with fiber microbuckling, is analyzed experimentally and theoretically. Tests of novel geometrically similar carbon-PEEK specimens, with notches slanted so as to lead to a pure kink band (without shear or splitting cracks), are conducted. The specimens are rectangular strips of widths 15.875, 31.75. and 63.5 mm (0.625, 1.25 and 2.5 in and gage lengths 39.7, 79.375 and 158.75 mm (1.563, 3.125 and 6.25 in.). They reveal the existence of a strong (deterministic. non-statistical) size effect. The doubly logarithmic plot of the nominal strength (load divided by size and thickness) versus the characteristic size agrees with the approximate size effect law proposed for quasibrittle failures in 1983 by Bazant This law represents a gradual transition from a horizontal asymptote, representing the case of no size effect (characteristic of plasticity or strength criteria), to an asymptote of slope -1/2 (characteristic of linear elastic fracture mechanics. LEFM) . The size effect law for notched specimens permits easy identification of the fracture energy of the kink bandand the length of the fracture process zone at the front of the band solely from the measurements of maximum loads. Optimum fits of the test results by the size effect law are obtained, and the size effect law parameters are then used to identify the material fracture characteristics, Particularly the fracture energy and the effective length of the fracture process zone. The results suggest that composite size effect must be considered in strengthening existing concrete structural members such as bridge columns and beams using a composite retrofitting technique.

• 소성∙가공
• /
• 제11권1호
• /
• pp.84-89
• /
• 2002

This study is concerned with the analysis of the forming characteristics of radial-forward extrusion. Angle between radial and forward extrusion, gap height, and friction factor are considered as important design factors to affect forming characteristics in radial-forward extrusion. The rigid-plastic finite element method is adopted to analyze the effects of design factors on forming loads. The incremental rates of loads are nearly constant except the deformation zone from radial to forward extrusion. The smaller angle induces lesser force increment, therefore forming load increases as the angle increases. Maximum load also increases as gap-height decreases and friction factor increases.

• 소성∙가공
• /
• 제14권4호
• /
• pp.319-326
• /
• 2005

In this study, the nano-deformation behavior of semi-solid Al-Si alloy was investigated using a molecular dynamics simulation as a part of the research on the surface crack behavior in thixoformed automobile parts. The microstructure of the grain-size controlled Al-Si alloy consists of primary and eutectic regions. In eutectic regions the crack initiation begins with initial fracture of the eutectic silicon particles and inside other intermetallic phases. Nano-deformation characteristics in the eutectic and primary phase of the grain-size controlled Al-Si alloy were investigated through the molecular dynamics simulation. The primary phase was assumed to be single crystal aluminum. It was shown that the vacancy occurred at the zone where silicon molecules were.

• 대한기계학회논문집
• /
• 제7권3호
• /
• pp.270-277
• /
• 1983

Plastic plane stress solutions are given for a center cracked strip, characterized by the Ramberg-Osgood plastic index, under bi-axial tension. Using a power law hardening stress-strain relation, an incremental plasticity finite element formulation is developed, and simple formulation is given for computing J-integral with nodal displacements. The near tip angular distribution of von Mises effective stress doesn't differ significantly in magnitude according to the change of loading stress and bi-axial load combination factor. But, for smaller plastic index, the location of its maximum value moves vertically at a head of crack. J-integral value, in the plastic zone near crack tip, decreases with load combination factor for large and small plastic index.

• 소성∙가공
• /
• 제15권8호
• /
• pp.539-543
• /
• 2006

Experimental studies are carried out in order to investigate the effects of heat treatment on the surface machined by W-EDM. In this work, two ways of heat treatment after W-EDM are considered. As a comparison, the machined surface by a traditional method such as milling/grinding is also considered. Thereby, specimens are prepared by four different machining methods. Those are (1) milling and then grinding, (2) wire-cut electric discharge machining (W-EDM), and (3) low temperature heat treatment or (4) high temperature heat treatment after W-EDM. The resulting surface roughness are measured and the changes of surface microstructures are investigated using the scanning electron microscope (SEM) with energy dispersive X-ray spectrometer (EDS). In general, heat treatment after W-EDM result in smoother surface and better chemical composition at the machined surface. Especially, high temperature tempering could remove defects in the thermally affected zone, which cause an overall deterioration of the surface machined by W-EDM.

• 한국농공학회지
• /
• 제45권1호
• /
• pp.63-73
• /
• 2003

The settling of the dredged soil may vary with mineral composition, grain size distribution, initial water content and salt concentration of suspension of the site. A series of settling column test was performed to investigate the behaviour of solid suspension material from dredging and reclamation. Settling mode was divided into four types from the observation of interface and settling curves of clay minerals and marine clay samples, and the relationship charts of salt concentration and the initial water content were established to use in the dredging operation with any salt concentration. The critical initial water content which was defined as a threshold of zone settling and the consolidation settling was varied with salt concentration of water and was proportional to the plasticity of soil in sea water.

• 소성∙가공
• /
• 제18권6호
• /
• pp.482-487
• /
• 2009

A finite element based microstructural modeling for the size dependent strengthening of particle reinforced aluminum composites is presented. The model accounts explicitly for the enhanced strength in a discretely defined "punched zone" around the particle in an aluminum matrix composite as a result of geometrically necessary dislocations developed through a CTE mismatch. The density of geometrically necessary dislocations is calculated considering volume fraction of the particle. Results show that predicted flow stresses with different particle size are in good agreement with experiments. It is also shown that 0.2% offset yield stresses increases with smaller particles and larger volume fractions and this length-scale effect on the enhanced strength can be observed by explicitly including GND region around the particle. The strengths predicted with the inclusion of volume fraction in the density equation are slightly lower than those without.