• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2007.10a
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• pp.429-434
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• 2007

• Proceedings of the KIEE Conference
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• 1988.11a
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• pp.203-205
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• 1988

• Proceedings of the KSEEG Conference
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• 2007.04a
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• pp.306-309
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• 2007

• 지반과기술
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• v.5 no.3
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• pp.18-24
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• 2008

• Journal of the KSME
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• v.28 no.4
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• pp.387-393
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• 1988

본 SP시험법은 사용되는 시편이 미소하다는 장점 때문에 재질의 평가나 더불어 비파괴검사의 일환으로서 이용할 수 있음을 서명해 왔다. 현존하고 있는 거대구조물들의 잔존수명평가가 요 구되는 있는 지금, 정량적인 경년변화측정방법으로서 SP시험법은 높은 가능성을 내포하고 있는 시험법으로 여겨지며, 이 방법을 현장에 정착시키기 위해선 산. 학. 연의 공동연구체제가 필요 하다고 할 수 있다.

• Tunnel and Underground Space
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• v.9 no.4
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• pp.315-327
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• 1999

Rock fracture mechanics has been widely applied to blasting, hydraulic fracturing, rock slope and many other practical problems in rock engineering. But a measuring method for the fracture toughness of rock, one of the mort important parameters in fracture mechanics as an intrinsic property of rock, has not been yet well established. To obtain mode I rock fracture toughness, the more favorable disc-typed specimens such as CCNBD, SCB, chevron-notched SCB and BDT were used in this study. Rock fracture toughness under mixed-mode and mode II conditions was measured by using the STCA applied to the CCNBD specimen. Size effects such as specimen thickness, diameter and notch length on fracture toughness were investigated. From the mixed-mode results, fracture envelops were obtained by applying various regression curves. The mixed-mode results were also compared with three mixed-mode failure criteria. In each fracture toughness test, acoustic emission was measured to get the data for determining the load levels of different crack propagation patterns.

• Journal of the Korean Society for Precision Engineering
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• v.24 no.3 s.192
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• pp.91-99
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• 2007

Fractures of galvannealed coating layer during actual press forming in automotive applications were observed by scanning electron microscopy in order to understand fracture mechanism. Fracture behaviors of galvannealed coating layer in extra deep drawing quality steels and high strength steels have been studied by performing the tests describing the representative plastic deformation in sheet metal forming such as uni-axial tensile test, compression test, bi-axial test and plane strain test. Growth and direction of cracks were deeply related to the plastic deformation modes and history. The material properties of galvannealed coating layer were investigated by nano-indentation test equipped with Berkovich diamond indentor for the specimens. Hardness and elastic modulus of the coating layer were higher than bared steels and that was the reason for crack of coating layer. Flat friction test and drawbead friction test were performed to observe the effect of the surface morphology on the frictional characteristics. The micro-plasto hydrodynamic lubrication were appeared and played an important role in reducing the coefficient of friction.

• Journal of the Korean Geotechnical Society
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• v.17 no.5
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• pp.71-82
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• 2001

불포화토에 있어서 함수상태는 지반이 건조할수록 수축하고 습윤상태로 진행할수록 파괴에 이르게 하는 추가적인 입자간 응력을 발생시키며, 이러한 간극수와 흙입자 사이에 발생하는 현상을 규명하기 위해서는 정확한 모형화가 필요하다. 흙입자와 간극수 사이의 상호작용에서 흡입유발 유효응력(suction-induced effective stress)을 규명하기 위해 정규모형(regular packing)과 임의모형(random packing)이 적용될 수 있다. 최근의 연구결과에 따르면 흙은 흡입유발 유효응력과 밀접한 관계가 있으며, 흙의 비등방텐서(anisotropic tensor)를 구하기 위해 적용된 ALTERNAT 모델을 이용하여 구조텐서(fabric tensor)를 개략적으로 정의할 수 있다. Thornton의 임의모형 시뮬레이션은 구조텐서에 상응하는 파괴응력 상태를 포함하고 있으며, 미소역학 시뮬레이션을 통하여 구조텐서를 구하였다. 본 연구에서는 상기에 언급된 구형의 흙입자 모형에 대한 이론적 고찰이 수행되었고, ALTERNAT 모델을 적용한 간단한 비등방텐서의 결과를 구조텐서와 비교하였다. 본 연구결과 비등방텐서는 미소역학 시뮬레이션에 의한 구조텐서에 비해 약 20~40%정도 큰 값을 나타내었다.

• Journal of Ocean Engineering and Technology
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• v.2 no.2
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• pp.104-111
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• 1988

This paper deals with the micro-surface-cracks behavior on the unnotched smooth specimens of Type 304 stainless steel at $593^{\circ}C$ in air under creep and creep-fatigue conditions that have 10 mim and 1 min load holding times respectively. The behaviors of the micro-surface-cracks have been visualized by means of surface replica method and optical micro-photography. The quantitative characteristics of initiation, growth and coalescence of micro-surface-cracks have been investigated by observing and measuring the crack growth behaviors. some of the important results are as follows: Main crack initiates at grain boundary in the early stage(10 to 20%)of its life time and grows through coalescence and finally leads to fracture. The distribution of micro-surface-crack length, 2a, can be plotted against the composite Weibull distribution. The growth rate of the main crack can be plotted against the stress intensity factor, crack tip opering displacement and J integral.

• The Journal of Engineering Geology
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• v.25 no.4
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• pp.587-598
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• 2015

We examined various existing threshold methods for the determination of the first arrival time of acoustic emission (AE), and developed a new variable threshold method that could determine the first arrival time of AE more accurately and more quickly than existing methods. The new method, a modification of an existing threshold method, does not fix the threshold, but applies variable thresholds for the AE signals according to noise analysis. Two- and three-dimensional models were established to test the effectiveness of the new method. It could determine source locations of AE in a two-dimensional model 38.3% more accurately than the pre-existing threshold methods. Its accuracy improvement over the existing methods in a three-dimensional model was about 15.2%. A practical test involved measuring the source locations of AE during three-point bending tests of granite cores. The new method placed the sources closer to the fracture plane than did the pre-existing methods, indicating its superior (and quicker) ability to determine the source locations of AE.