• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.289-292
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• 2002

전분을 이용한 환경친화성 고분자 플라스틱 재료에는 전분충진형, blend형 등이 있으나, 대체로 전분은 보조재료로 사용된다. 이에 반해 extruder를 이용한 전분발포체나 TPS (Thermoplastic starch) 등은 전분을 주재료로 사용하여 플라스틱 재료를 만드는 것이지만, TPS 필름의 Tg가 실온보다 높아 glassy 상태의 brittle한 성질로 인해 물성이 낮으며, 수분 친화적인 성질로 인해 플라스틱 재료로서의 사용이 제한되는 단점이 있다[1,2]. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2002.04a
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• pp.93-96
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• 2002

Blending Is cheap and leads to new thermoplastics, many properties which can be predicted from those of the components. Due to the incompatibility of their components, most blends feature coarse phase morphologies with weak interfaces between the phases. Consequently the blends are brittle. Thermoplastic elastomers which have two kinds of segments in the chain have flexible(soft) and rigid(hard) segments and exhibit a unique combination of strength, flexibility, and processibility. (omitted)

• Transactions of the Korean Society of Mechanical Engineers
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• v.5 no.3
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• pp.223-229
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• 1981

A study has been made of the fracture strength and ductility of the dual phase microstructure, in which the martensitic phase encapsulated islands of ferritic phase in association with the cleavage cracking of ferrite grains. It was found the final fracture occured in a brittle manner, starting from the Griffith crack which consisted of the cleavage crack in the ferrite grains and the cracks in second phase. Furthermore, the effects of the ferrite grain sizes on the Griffith crack were also discussed.

• Journal of the Korean Society for Precision Engineering
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• v.23 no.6 s.183
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• pp.7-13
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• 2006

• Proceedings of the Korea Concrete Institute Conference
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• 1995.04a
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• pp.366-371
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• 1995

This paper is designed to bring to the attention of the reader the situation that may constitute a threat to the safety of RC structures designed and constructed in Korea. This threat stems from the inadequate rules of the acceptance strength control of concrete. As a result in some cases probability of brittle failure can be very high and reliability becomes very low. The paper substantiates the above statements. Further investigations aimed at finding the measures to remedy the situatuion are recommended.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.05a
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• pp.793-798
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• 2002

This paper presents the analytical results on the seismic retrofit of circular bridge columns with poor lap-splice details using FRP jacket. The as-built column suffered brittle failure due to the deterioration of lap-spliced longitudinal reinforcement without developing its flexural capacity or ductility. The retrofitted columns using FRP jacket showed significant improvement in seismic performance due to FRP's confinement effect. FRP's confinement effect is predicted by the classical elasticity solution for the laminated circular tube manufactural with several layers, and induces the flexural failure instead of bondslip failure.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.05a
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• pp.514-519
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• 2003

치수효과는 콘크리트나 암석과 같은 quasi-brittle 재료들의 물리적 특성에 영향을 미친다. 모든 재료의 경우에 체적이 크면 흠이 클 수 있다. 구조물의 섬유 묶음 크기가 증가하면, 섬 유 강도가 감소하는 현상을 흔히 경험해 왔다. 복합재료내의 강도 분배와 치수사이의 관계를 특성 짓는 효과적인 방법은 아직 완전하지 않다. 본 논문에서는 경험에서 얻어진 Filament Wound 튜브에 사용되는 유리 섬유와 에폭시의 인장강도 감소비율 실험데이터로 얻은 그래프로부터 Crasto와 Kim의 일방향 보강된 AS4/3501-6복합재료의 90$^{\circ}$방향 인장강도에 대한 실험결과로부터 복합재료 봉구조재의 강도 치수효과를 증명하였다.

• Computers and Concrete
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• v.9 no.1
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• pp.35-50
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• 2012

The 2D representative volume element (RVE) for softening quasi-brittle materials like concrete is determined. Two alternative methods are presented to determine a size of RVE in concrete subjected to uniaxial tension by taking into account strain localization. Concrete is described as a heterogeneous three-phase material composed of aggregate, cement matrix and bond. The plane strain FE calculations of strain localization at meso-scale are carried out with an isotropic damage model with non-local softening.

• Journal of Biomedical Engineering Research
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• v.2 no.1
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• pp.39-46
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• 1981

Microstructural phases of the dental amalgams have been studied by optical microscope, scanning electron microprobe and X-ray diffractometer. r1 ($Ag_2Hg_3$) phase and r2 ($Sn_{7-8}Hg$) phase are found on conventional compositioned alloys. On high copper single compositioned alloy, rl ($Ag_2Hg_3$) phase and V ($Cu_6Sn_5$) phase are found but brittle r2 ($Sn_(7-8)Hg$) phase.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10a
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• pp.691-696
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• 2000

Shear strengthening method by steel plates and fiber reinforced polymer lamination has recently been favorably selected due to its efficiencies of duration and performance. Shear failure being brittle and difficult to predict, reinforced concrete structures must have sufficient capacity to absorb the energy for shear failure and to support temporarily the overload which may result due to the loss of shear capacity to the structure. These respects being considered, this research has carried out with the purpose of the experimental verification of the shear strengthening effect and ductility evaluation.