• Journal of Mechanical Science and Technology
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• 제16권4호
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• pp.476-484
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• 2002

The aim of this study is to investigate the ductile fracture behavior under mixed mode (I/II) loading using SA533B pressure vessel steel. Anti-symmetric 4-point (AS4P) bending tests were performed to obtain the J-R curves under two different mixed mode (I/II) loadings. In addition, finite element analysis using Rousselier Ductile Damage Theory was carried out to predict the J-R curves under mixed mode (I/II) loadings. In conclusions, the J-R curves under. Mixed Mode (I/II) loading were located between those of Mode I and Mode II loading. When the mixity of mixed mode (I/II) loading was high, the J-R curve of mixed mode (I/II) loading approached that of pure mode I loading after some amount of crack propagation. In contrast with the above fact, if the mixity was low, the J-R curve took after that of pure mode II loading. Finally, it was found that the predicted J-R curves made a good agreement with the test data through the tuning procedures of $\beta$ values at the different mixed mode (I/II) loading.

• 한국안전학회지
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• 제32권6호
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• pp.68-74
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• 2017

To predict the damage of Reinforced Concrete (RC) structures from mass explosion, Pressure-Impulse (P-I) curves representing the relationship between peak pressure and impulse based on damage criteria are essential. There are P-I curves developed by the U.S. DoD without detailed explanation regarding validation. In this study, full scale explosion tests were conducted measuring response of RC slab to modify and validate pre-existing P-I curves. Four same RC slabs were prepared, and placed at different distances, which are fixed to steel frame with concrete base. Scaled distances were selected to show different failure types using P-I curve based on Single Degree Of Freedom (SDOF) model. It was found that SDOF model can be used to evaluate and identify one-way RC slab damage with difference damage criteria.

• 호남수학학술지
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• 제33권2호
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• pp.153-161
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• 2011

Greg([Greg]) considered that $$N_k= \sum\limits_{i=1}^k(-1)^{i+1}P_{i,k}(p)N_1^i$$ where the $P_{i,k}$'s were polynomials with positive integer coefficients. In this paper, we will give the equations for $\sum\limits{P_{i,k}$ modulo 3. Using this, if we send a information for elliptic curve to sender, we can make a new checksum method for Manchester coding in IEEE 802.3 or IEEE 802.4.

• Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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• 제2권2호
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• pp.91-98
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• 1998

In this study, we carried out the experiments for measuring the variations of corrosion potential and current density for polarization curves with polyvinylchloride. The results exhibited especially the influence affecting the corrosion potential and various conditions (temperature, day, pH, bacteria, and added salt). The second anodic current density peak and the minimum passive current density are designated $I_P/I_0,$ respectively. The value of $I_P/I_O$ is used as a measurement for the extent of degradation of the polyvinylchloride. The potentiodpnamics parameters of the corrosion were obtained using Tafel equation.

• Journal of Astronomy and Space Sciences
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• 제15권2호
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• pp.335-340
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• 1998

IUE 저 분산 관측자료를 가지고 W-UMa 형 별인 44i Boo의 자외선 광도곡선을 완성하였다. 채층과 전이영역으로부터 나오는 방출선의 변화를 알아보기 위해서 CI, CII, CIV, SiIV, Hell 선의 방출선 세기를 계산하였다. CIV 방출 선이 가장 강한 방출을 보였으며, CII, Hell, CI, SiV의 순서로 방출선의 세기가 관측되었음이 확인되었다. 또한 방출선의 세기가 주기적으로 변하고 있음을 확인하였고, 모든 방출 선들이 위상 0.2와 0.8부근에서 상대적으로 강한 방출 선을 보인다. 이는 44i Boo의 표면에서 채층 및 전이영역의 활동성으로 인해 자외선 방출이 불 균일하게 나오고 있음을 나타내는 것이라고 해석할 수 있다. 채층 활동의 변화로 인해 관측시간이 서로 다를 때 자외선 방출선의 변광 형태도 달라지고 있음을 확인하였다.

• Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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• 제3권3호
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• pp.159-167
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• 1999

This study performed experiments for measuring corrosion potential and current density variations in the polarzation curves of polyvinylchloride. The results were examined to identify particular influences affectingthe corrosion potential such as temperature, pH, enzyme, and salt. The lines representing active anodic dissolution were only slightly shifted in the potential direction by temperature, pH, enzyme and salt. The Tafel slope for the anodic dissolution was determined using the polarization effect with varying conditions. The slope of the polarization curves describing the active-to-passive transition region was noticeably shifted in the potential direction. In addition, using the variation in conditions, the best temperature and pH were determined for the corrosion rate, and resistance of corrosion. The second anodic current density peak and maximum passive current density were designated as degraded(IP/I0). The value of IP/I0 was used in measuring the extent of the degradation of the polyvinychloride. The potentiodynamic parameters of the corrosion were obtained using a Tafel plot.

• 대한수학회보
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• 제53권4호
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• pp.1185-1196
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• 2016

We show a class of homogeneous polynomials of Fermat-Waring type such that for a polynomial P of this class, if $P(f_1,{\ldots},f_{N+1})=P(g_1,{\ldots},g_{N+1})$, where $f_1,{\ldots},f_{N+1}$; $g_1,{\ldots},g_{N+1}$ are two families of linearly independent entire functions, then $f_i=cg_i$, $i=1,2,{\ldots},N+1$, where c is a root of unity. As a consequence, we prove that if X is a hypersurface defined by a homogeneous polynomial in this class, then X is a unique range set for linearly non-degenerate non-Archimedean holomorphic curves.

• Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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• 제4권4호
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• pp.255-261
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• 2000

Experiments were carried out to measure the corrosion potential and current density variations in the polarization curves of polypropylene. In particular, the results were examined to identify those influences affecting the corrosion potential, such as temperature, pH, salt, and oxygen. The Tafel slope for the anodic dissolution was determined based on the polarization effect under various conditions. Furthermore, the optimum conditions for the most rapid transformation were establish based on a variety of conditions, including temperature, pH, corrosion rate, and resistance of corrosion potential. The second anodic current density peak and maximum passive current density were designated as the critical corrosion sensitivity(I(sub)r/I(sub)f). This I(sub)r/I(sub)f value was then used to measure the critical corrosion sensitivity of polypropylene. The potentiodynamic parameters of corrosion were obtained using a Tafel plot.

• Geomechanics and Engineering
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• 제5권5호
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• pp.379-399
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• 2013

In practice, analysis of laterally loaded piles is carried out using beams on non-linear Winkler springs model (often known as p-y method) due to its simplicity, low computational cost and the ability to model layered soils. In this approach, soil-pile interaction along the depth is characterized by a set of discrete non-linear springs represented by p-y curves where p is the pressure on the soil that causes a relative deformation of y. p-y curves are usually constructed based on semi-empirical correlations. In order to construct API/DNV proposed p-y curve for clay, one needs two values from the monotonic stress-strain test results i.e., undrained strength ($s_u$) and the strain at 50% yield stress (${\varepsilon}_{50}$). This approach may ignore various features for a particular soil which may lead to un-conservative or over-conservative design as not all the data points in the stress-strain relation are used. However, with the increasing ability to simulate soil-structure interaction problems using highly developed computers, the trend has shifted towards a more theoretically sound basis. In this paper, principles of Mobilized Strength Design (MSD) concept is used to construct a continuous p-y curves from experimentally obtained stress-strain relationship of the soil. In the method, the stress-strain graph is scaled by two coefficient $N_C$ (for stress) and $M_C$ (for strain) to obtain the p-y curves. $M_C$ and $N_C$ are derived based on Semi-Analytical Finite Element approach exploiting the axial symmetry where a pile is modelled as a series of embedded discs. An example is considered to show the application of the methodology.

• 한국토양비료학회지
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• 제37권4호
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• pp.220-227
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• 2004

인산은 식물 영양 물질과 환경 오염원으로 대비되는 불질이의로, 인산의 탈착 반응에 대한 연구는 농업과 환경에 관련된 토양 중에서 인산의 작용기작을 이해하기 위하여 필수적이다. 본 연구는 인산 탈착 유효량(Q)과 가용량(I)의 매개 변수($Q_{max}$ 및 $I_0$)와 관련된 인산 완충력을 측정하고, 그 매개 변수와 토양 특성간의 상관관계에 대한 특징을 조사하였다. 토양은 인산 무처리 표본과 $KH_2PO_4$ 용액을 사용하여 $100mg\;P\;kg^{-1}$의 농토를 처리한 표본을 이용하였다. 인산 탈착 Q/I 곡선은 음이온교환수지비즈법을 사용하여 얻었고, 실험 방정식 ($Q=aI^{-1}+bIn(I+1)+c$)을 이용하여 탈착 곡선을 설명하였다. 유효 인산 함량이 높은 토양 (${\g}20mg\;kg^{-1}$ of Olsen P)에서는 인산 처리 유무와 관계 없이 인산 탈착 Q/I 곡선은 특징적인 오목형 곡선 형태를 보였으나, 유효 인산 함량이 낮은 토양 (${\lt}20mg\;kg^{-1}$ of Olsen P)에서는 인산의 추가 처리 없이는 오목형 인산 탈착 Q/I 곡선을 얻을 수 없었다. 인산 추가 처리 시, 고형의 불안정 결합형 인산량$Q_{max}$)과 용액 내 인산량($I_0$)은 증가하였으나, $Q_{max}$ 와 $I_0$의 비율은 감소하였다. 그로 인하여, 인산의 완충력($|BP_0|$)을 나타내는 인산 탈차 Q/I 곡선의 경사가 감소하였다. 유효 인산 함량이 높은 토양 중 인산 무처러 표본의 인산 완충력($|BP_0|$)은 $48\;61L\;kg^{-1}$ 인산 추가 처리 표본의 인산 완충력은 $18\;44L\;kg^{-1}$ 사이에서 나타났으며, 실험에 사용된 모든 토양에 인산을 추가 처리한 후 나타난 인산 완충력은 $14\;79L\;kg^{-1}$ 사이에서 나타났으며, 또한 $Q_{max}$ 계수는 $71.4\;173.1mg\;P\;kg^{-1}$, $I_0$ 계수는 $0.98\;3.72mg\;P\;L^{-1}$ 사이에서 다양하게 나타났다. 인산 완충력을 지배하는 $Q_{max}$ 및 $I_0$, 계수는 토양 특성 중 하나의 특정 인자와 관련된 것으로는 볼 수 없었다. 그러나, 이들 계수는 토양 pH, 점토함량, 유기물함량 빛 석회함유 여부와 복잡하게 관련되어 있다. 또한, 토양으로부터 인산의 방출 활성은 처리된 인산의 천연 불안정 인산의 탈착성에 현저히 의존하였다.