• Steel and Composite Structures
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• 제1권1호
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• pp.75-96
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• 2001

Actual buckling curves are always characterised by the erosion of ideal buckling curves. In case of compact sections this erosion is due to the imperfections, while for thin-walled members, a supplementary erosion is induced by the phenomenon of coupled instabilities. The ECBL approach- Erosion of Critical Bifurcation Load - represents a practical and convenient tool to characterise the instability behaviour of thin-walled members. The present state-of-art paper describes the theoretical background of this method and the applications to cold-formed steel sections in compression and bending. Special attention is paid to the evaluation methods of erosion coefficient and to their validation. The ECBL approach can be also used to the plastic-elastic interactive buckling of thin-walled members, and the paper provides significant results on this line.

• 한국세라믹학회지
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• 제45권7호
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• pp.405-410
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• 2008

Ceramics are widely used as plasma resistant materials in semiconductor industries. However, the plasma erosion resistance has not been properly evaluated in terms of microstructural changes during the exposure to plasma. In this study, microstructure developments of $Al_2O_3$ were investigated under the fluorine plasma conditions. In polycrystalline alumina, uniform erosion throughout the specimen as well as spatially distributed local erosion were observed. Local erosion was much more severe in lower purity alumina. In contrast to the polycrystalline alumina, only uniform erosion was observed in single crystalline sapphire. These specimens, however, had practically the same erosion depth, which results in the incorrectly similar plasma resistance. This implies that the plasma erosion resistance of ceramics should be evaluated in terms of the microstructural changes, as well as the conventionally accepted erosion depth.

• 한국습지학회지
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• 제16권4호
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• pp.453-462
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• 2014

The levee and bridge pier in estuary of the Hangang River are exposed in a dangerous condition due to bank erosion and local scouring occurred since the summer season in 2011. At first, it is presumed that the high sandbar formed in river channel of the study area was an important element in the occurrence of bank erosion and local scouring. It can be presumed that the record-breaking depth of freezing due to cold wave for the long term during the winter season between 2010 and 2011 as well as the heavy intensive rainfall of 2011 had a decisive effect on the first damage of A section. The second damage of B section mainly occurred around the bridge pier constructed on the high water channel before it was washed away during the winter season between 2011 and 2012. It is considered that the second damage was caused by ice formation and ice floes.

• 한국해양공학회지
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• 제21권1호
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• pp.51-58
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• 2007

This study on the effects of local wall-thinned location on the fracture behavior of pipes was carried out, and the results were compared with the analytical results. Local wall-thinning for the bending test was machined with various sizes on the outside of pipes, in order to simulate the metal loss, due to erosion/corrosion. In addition, we had carried out FE analysis for the pipes with local wall thinning on the inside, and its results were comparatively studied with that of the outside. Three-dimensional elasto-plastic analyses were able to accurately simulate fracture behaviors of inner or outer wall thinning. Fracture types, obtained from the experiments and analyses, could be classified into ovalization, local buckling and crack initiation, depending on the thinned length and thinned ratio. Based on the results, the fracture behaviors of pipes with the outer wall thinning can be applied to estimate the fracture behaviors of pipes with the inner wall thinning.

• 대한토목학회논문집
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• 제26권5C호
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• pp.323-331
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• 2006

지반의 저항인자인 침식특성을 정량화하여 이를 세립토 지반의 세굴심 산정에 반영하는 것은 세계적인 추세이다. 이러한 노력의 일환으로 국내에서 많은 장대 해상교량이 계획 또는 시공되고 있는 서해안 지역 세립토 지반의 침식특성을 실험을 통해 분석하였다. 대상지역으로는 인천대교 현장, 강화 초지대교 현장, 환경교 현장, 군산 장항지구 등 4곳을 선정하였으며, 총 34개의 불교란시료를 채취하여 세굴률 실험을 수행하였다. 지반의 침식능을 나타내는 한계전단응력은 지반의 비배수전단 강도와 비례하는 경향을 보였으며, 점성을 가진 세립토가 세굴에 대한 저항이 보다 큰 것으로 나타났다. 실험을 통해 지역별 침식특성을 분석 및 체계화하여 서해안 지역 장대교량 건설시 보다 정확한 세굴심도 산정 및 기초 설계를 위한 기초자료로 제공하고자 한다.

• 한국항해항만학회지
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• 제43권3호
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• pp.209-218
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• 2019

연안도시는 내륙도시보다 태풍이나 해일 등에 의한 풍수해가 크며 도시마다 풍수해 특성이 서로 다르다. 그래서 연안도시는 풍수해 특성을 고려하여 풍수해 유형별 그리고 지역별 특성에 적합한 풍수해 관리체계가 필요하다. 따라서 본 연구에서는 도시관리, 연안관리, 재해관리 측면에서 우리나라 풍수해 관리체계 현황을 분석하여 문제점을 도출하고 미국과 일본 풍수해 관리체계를 검토한 후 연안도시 특성에 적합한 풍수해 관리체계 개선방안을 제안한다. 연구결과로서 도시관리 측면에서 방재지구 대상지 선정 의무화, 연안도시통합관리계획 수립, 자연재해위험개선지구를 방재지구로 지정, 방재지구를 풍해방재지구 수해방재지구 침식방재지구로 세분화, 방재지구 내 건축제한을 조례로 지정 등을 제안한다. 연안관리 측면에서 연안침식관리구역 지정권을 지자체장에게 위임, 연안침식관리구역은 연안침식심각구역 연안침식진행구역 연안침식발생우려지역으로 세분화, 연안침식관리구역의 건축제한을 조례로 결정, 연안도시 침식예상도 작성 등을 제안한다. 재해관리 측면에서 "자연재해대책법"과 "재난및안전관리기본법"의 통합, 지자체 주도 방재체계로 전환, 지역단위 재해관리네트워크 구축, 맞춤형 지역방재계획 수립 등을 제안한다.

• 한국해양공학회지
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• 제20권4호
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• pp.17-23
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• 2006

Monotonic four-point bending tests were conducted on straight pipe specimens, 102 mm in diameter with local wall thinning, in order to investigate the effects of the depth, shape, and location of wall thinning on the deformation and failure behavior of pipes. The local wall thinning simulated natural erosion/corrosion metal loss. The deformation and fracture behavior of the straight pipes with local wall thinning was compared with that of non wall-thinning pipes. The failure modes were classifiedas local buckling, ovalization, or crack initiation, depending on the depth, shape, and location of the local wall thinning. Three-dimensional elasto-plastic analyses were carried out using the finite element method. The deformation and failure behavior, simulated by finite element analyses, coincided with the experimental results.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.911-920
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• 2010

A closed-type erosion control dam were suggested as an effective method to protect from debris flow damages caused by seasonal rainstorm, typhoon, and local heavy rain. However, design method on a closed-type erosion control dam currently practiced in the engineering is not well established with respect to type of the dam, design parameters, maintenance and so forth. In this study, design parameters for closed-type erosion control dam were evaluated and the comparison of design parameters used in Korea and Japan was performed. Based on the results of this study, modification of design method for closed-type erosion control dam are recommended.

• 농업과학연구
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• 제47권2호
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• pp.381-394
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• 2020

Accelerated soil wind erosion still remains to date to cause severe economic and environmental impacts. Revised and updated models to quantitatively evaluate wind induced soil erosion have been made for specific factors in the wind erosion equation (WEQ) framework. Because of increasing quantities of accumulated data, the WEQ, the revised wind erosion equation (RWEQ), the wind erosion prediction system (WEPS), and other soil wind erosion models have been established. These soil wind erosion models provide essential knowledge about where and when wind erosion occurs although naturally, they are less accurate than the field-scale. The WEQ was a good empirical model for comparing the effects of various management practices on potential erosion before the RWEQ and the WEPS showed more realistic estimates of erosion using easily measured local soil and climatic variables as inputs. The significant relationship between the observed and predicted transport capacity and soil loss makes the RWEQ a suitable tool for a large scale prediction of the wind erosion potential. WEPS developed to replace the empirical WEQ can calculate soil loss on a daily basis, provide capability to handle nonuniform areas, and obtain predictions for specific areas of interest. However, the challenge of precisely estimating wind erosion at a specific regional scale still remains to date.

• Corrosion Science and Technology
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• 제19권6호
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• pp.318-325
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• 2020

Generally, Al alloys of 5000 and 6000 series show excellent weldability, workability, and specific strength, and are widely used in ship building. A combined experiment via cavitation erosion and corrosion damage involving 6061-T6 Al alloy was performed using potentiodynamic polarization under cavitation erosion (hybrid experiments) with amplitude (cavitation strength). The corrosion current density was approximately 52-fold higher at 30 μm than under static conditions, suggesting that the amplitude greatly affected the damage. The degree of damage increased with increasing cavitation amplitude. After the hybrid experiment, the corrosion rate was compared according to the weight loss and damage depth, and the relationship between the two values was expressed as alpha value. The alpha (α) values at amplitudes of 5 μm, 10 μm and 30 μm were 5.11, 12.81 and 8.74, respectively, suggesting that the α value at 10 μm was greater than at 5 μm, and indicating local corrosion damage. However, the α value at 30 μm was smaller than that of 10 μm, which is attributed to higher damage via uniform corrosion than damage induced by local corrosion.