• Journal of the KSME
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• v.23 no.3
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• pp.186-190
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• 1983

파괴역학 연구를 대상재료에 의해 구분하면 선형파괴와 탄소성재료의 파괴로 나눌 수 있다. 취 성파괴(brittle fracture)를 다루는 선형타성 파괴역학연구는 주로 여러가지 크랙의 모양, 시편모양, 부하형태에 따른 탄성응력분포 혹은 은력확대계수를 구하거나 에너지방법에 의해 안정비안정 크랙전파를 연구한다. 대개의 경우 취성파괴는 전체 구조물에 치명적이 되기 쉽다. 따라서 구조물 설계시에 취성파괴의 가능성을 배제하기 위해 재료의 적절한 선택과 같은 대책을 강구하는 것이 바람직하다. 다시 말해, 구조물 재료는 강도와 연성의 상황에 따른 적절한 조합을 필요로 한다. 오늘날 특수합금과 같은 고강도 금속에서의 취성화 경향이 증가하나 합금설계시 강도와 아울러 연성을 증가시키기 위한 여러 대책이 파괴역학 연구의 중요한 부분을 차지한다.

• Journal of the Korean Society for Nondestructive Testing
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• v.22 no.3
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• pp.284-291
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• 2002

An attempt was made to evaluate the degree of aging degradation in thermally aged 2.25Cr-1Mo steel by electrical resistivity measurement. Artificial aging was performed to simulate the microstructural degradation in 2.25Cr-1Mo steel arising from long time exposure at $540^{\circ}C$. Microstructural parameter (amount of solid solution element), mechanical property (ductile-brittle transition temperature) and electrical resistivity were measured to investigate the mutual relationship among these parameters. Depletion of solid solution element(Mo and Cr) in matrix was detected after aging. The ductile-brittle transition temperature(DBTT) increased rapidly in the initial stage of aging and then saturated afterward. On the other hand, the electrical resistivity decreased rapidly in the beginning and then saturated in the later stage of aging.

• The Optical Journal
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• s.99
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• pp.64-68
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• 2005

유리나 파인 세라믹 등의 경취 재료를 연삭한 뒤의 특징은 지립의 최대 절입 깊이가 충분히 작은 경우, 바꿔말하면 파괴 단위가 극히 작은 경우에는 연성 모드적 연삭이 되고, 또 반대로 큰 경우에는 취성 모드적 연삭이 된다는 것이다. 보통 연성 모드적 연삭은 다듬질 연삭에, 그리고 취성 모드적 연삭은 조연삭에 적용되는 경우가 많다. 따라서 여기서는 치수·형상 정밀도를 유지하고 동시에 여분의 가공 공차를 매우 능률적으로 제거하는 것을 목적으로 한 경취 재료의 조면 연삭 기초에 대해 소개한다.

• Korean Journal of Materials Research
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• v.11 no.6
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• pp.508-511
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• 2001

Experimental studies of the brittle-ductile transition (BDT) for pre-cracked sapphire single crystals were carried out. The BDT temperature in sapphire single crystals were $1000\pm$$25^{\circ}C$ and 1100$\pm$$25^{\circ}C$ at constant strain rate 3.3$\times$$10^{-5}$/sec and 3.3$\times$$10^{-6}$/sec, respectively. With aid of the BDT model, the activation energy for prism plane slip {1120} <1100> dislocation velocity was in the range of 4.6$\pm$2.3eV This activation energy for dislocation velocity with BDT model was compatible with the result of the dislocation velocity (3.8eV) using the etch-pit techniques.

• Proceedings of the Korean Ceranic Society Conference
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• 2004.04b
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• pp.27.4-27.4
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• 2004

• Journal of the KSME
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• v.24 no.2
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• pp.106-114
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• 1984

이글에서는 파면해석과 그 응용에 관하여 알아보았다. 1. 정량 파면해석과 파괴역학 1.1 연성파괴 1.2 취성파괴 1.3 파괴인성

• Proceedings of the Korean Powder Metallurgy Institute Conference
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• 1999.04a
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• pp.30-30
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• 1999

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.2
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• pp.187-192
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• 2016

While structures are designed within elastic range by other designs, plastic behavior of structures should be verified and controlled in order to prevent structural collapse by the earthquake resistant design. No Collapse Requirement for typical bridges is to avoid falling down of superstructure by way of plastic behavior of certain structural elements and to operate emergency vehicles after earthquake. Such plastic behavior is restricted to connections or pier columns and appropriate measures are required for each case. Earthquake Resistant Design part of Roadway Bridge Design Code provides design processes for Ductile Collapse Mechanism by forming plastic hinges at pier columns. Also for bridges with reinforced concrete piers ductility-based design processes are provided as an appendix constructing Brittle Collapse Mechanism with connection yielding. In this study, a typical bridge with steel bearing connections and reinforced concrete piers is selected and No Collapse Design procedure considering both Ductile and Brittle Collapse Mechanism is proposed together with revisions required for the Earthquake Resistant Design part.

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.3
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• pp.113-121
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• 2015

Building using masonry accounts for most of the smaller houses in Korea but due to brittle behavior and low ductility the frequency of usage has decreased in recent years. Despite this, this form of building has been gaining attention overseas for its low cost in construction and environment-friendliness of the materials. As such, many studies are being conducted to resolve the disadvantages in structure. This study produced an specimen for masonry-filled wall and the intersection to confirm the difference in structural movement depends on the existence or lack of expansion joint and verified the reinforcement effect from inserting a connecting steel item (steel plate, stainless steel twist bar). The experiment results show that the specimen with a steel plate inserted saw an increase in durability and an improvement in the strength of the specimens, while the specimen that had stainless steel twists bar inserted saw an increase in ductility that did not cause brittle failure, indicating that the reinforcement effects of inserting a connecting steel item are effective.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.42 no.11
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• pp.919-926
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• 2014

In this paper, the effect of material properties on fracture behavior was studied using cohesive zone model and extended finite element method. The rectangular tensile specimen with a central inclined initial crack was modeled by plane stress elements. In the CZM modeling, cohesive elements were inserted between every bulk elements in the predicted crack propagation region before analysis, while in the XFEM the enrichment to the elements was added as needed during analysis. The crack propagation behavior was examined for brittle and ductile materials. For thin specimen configuration, wrinkle deformation was accounted for by geometrically nonlinear post-buckling analysis and the effect of wrinkling on the crack propagation was investigated.