• Title/Summary/Keyword: p-Moments

Search Result 175, Processing Time 0.024 seconds

Numerical Modeling of Soot Formation in $C_2H_4$/Air Turbulent Non-premixed Flames ($C_2H_4$/Air 비예혼합 난류화염의 매연생성 모델링)

  • Kim, Tae-Hoon;Woo, Min-O;Kim, Yong-Mo
    • Journal of the Korean Society of Combustion
    • /
    • v.15 no.4
    • /
    • pp.22-28
    • /
    • 2010
  • The Direct Quadrature Method of Moments (DQMOM) has been presented for the solution of population balance equation in the wide range of the multi-phase flows. This method has the inherently interesting features which can be easily applied to the multi-inner variable equation. In addition, DQMOM is capable of easily coupling the gas phase with the discrete phases while it requires the relatively low computational cost. Soot inception, subsequent aggregation, surface growth and oxidation are described through a population balance model solved with the DQMOM for soot formation. This approach is also able to represent the evolution of the soot particle size distribution. The turbulence-chemistry interaction is represented by the laminar flamelet model together with the presumed PDF approach and the spherical harmonic P-1 approximation is adopted to account for the radiative heat transfer.

A Note on Vertical Motions of a Ship in Shallow Water (천수중(淺水中)에서의 파랑강제력(波浪强制力)과 선체응답(船體應答)에 관하여)

  • J.H.,Hwang;K.P.,Rhee;J.M.,Yoo
    • Bulletin of the Society of Naval Architects of Korea
    • /
    • v.17 no.3
    • /
    • pp.1-4
    • /
    • 1980
  • It is well known that discrepancies between measured and predicted ship motions are significant in the range of low frequencies. In this paper, the vertical ship motions in regular longitudinal waves in a shallow water are briefly discussed. The investigation is focussed on the role of wave exciting forces and moments to the motion responses in these low frequencies. It is confirmed that diffraction forces are in general small in a shallow water as one may expect. Furthermore the wave exciting forces and moments on a displacement-type ship will be larger practicularly in low frequencies, when the contribution of the diffraction effect is neglected. As a result of this fact theoretically predicted responses for the pitch motion becomes closer to the experimental one. The discrepancies for the heave motion, however, are still apparent.

  • PDF

Assessment of Safety and Load Carrying Capacity of Aged Jacket-Typed Dolphin by Ship-Impact Test (선박접안시험을 통한 자켓식 돌핀부두의 내하력 평가 방법 연구)

  • Jo, Byung-Wan;Kwon, Oh-Hyuk
    • Journal of Ocean Engineering and Technology
    • /
    • v.12 no.3 s.29
    • /
    • pp.9-18
    • /
    • 1998
  • An improved evaluation method of load-carrying capacity for the large-scaled offshore structures, which subjected to the axial force and bending moments simultaneously at the piles, was suggested with reliability analysis and advanced working stress method. Reliability analysis requires the fracture probability and safety factor(${beta}$) for each of forces and the load-carrying capacity due to combined action of axial force and bending moments from $P_n - {beta}$ Curve. The combined equation due to those forces, which suggested by the Korean Specification for the marine structure, was derived for the advanced working stress method and applied to evaluate the load-carrying capacity of jacket-type dolphin piers.

  • PDF

An Improved Stability Design of Steel Cable-Stayed Bridges using Second-Order Effect (2차효과를 고려한 강사장교의 개선된 좌굴해석)

  • Kyung Yong-Soo;Kim Nam-Il;Lee Jun-Sok;Kim Moon-Young
    • Proceedings of the Computational Structural Engineering Institute Conference
    • /
    • 2006.04a
    • /
    • pp.993-1000
    • /
    • 2006
  • Practical stability design method of main members of cable-stayed bridges is proposed and discussed through a design example. For this purpose, initial tensions of stay cables and axial forces of main members are firstly determined using initial shaping analysis of bridges under dead loads. And then the effective buckling length using system elastic/inelastic buckling analysis and bending moments considering $P-{\delta}-{\Delta}$ effect by second-order elastic analysis are calculated for main girder and pylon members subjected to both axial forces and moments, respectively. Particularly, load combinations of dead and live loads, in which maximum load effects due to live loads are obtained, are taken into account and effects of live loads on effective buckling lengths are investigated.

  • PDF

WAVE-CURRENT INTERACTIONS IN MARINE CURRENT TURBINES

  • Barltrop, N.;Grant, A.;Varyani, K.S.;Clelland, D.;Pham, X.P.
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
    • /
    • 2006.11a
    • /
    • pp.80-90
    • /
    • 2006
  • The influence of waves on the dynamic properties of bending moments at the root of blades of tidal stream vertical axis rotors is reported. Blade theory for wind turbine is combined with linear wave theory and used to analyse this influence. Experiments were carried out to validate the simulation and the comparison shows the usefulness of the theory in predicting the bending moments. The mathematical model is then used to study the importance of waves for the fatigue design of the blade-hub connection.

  • PDF

A curvature method for beam-column with different materials and arbitrary cross-section shapes

  • Song, Xiaobin
    • Structural Engineering and Mechanics
    • /
    • v.43 no.2
    • /
    • pp.147-161
    • /
    • 2012
  • This paper presents a curvature method for analysis of beam-columns with different materials and arbitrary cross-section shapes and subjected to combined biaxial moments and axial load. Both material and geometric nonlinearities (the p-delta effect in this case) were incorporated. The proposed method considers biaxial curvatures and uniform normal strains of discrete cross-sections of beam-columns as basic unknowns, and seeks for a solution of the column deflection curve that satisfies force equilibrium conditions. A piecewise representation of the beam-column deflection curve is constructed based on the curvatures and angles of rotation of the segmented cross-sections. The resulting bending moments were evaluated based on the deformed column shape and the axial load. The moment curvature relationship and the beam-column deflection calculation are presented in matrix form and the Newton-Raphson method is employed to ensure fast and stable convergence. Comparison with results of analytic solutions and eccentric compression tests of wood beam-columns implies that this method is reliable and effective for beam-columns subjected to eccentric compression load, lateral bracings and complex boundary conditions.

Hydrodynamic Moments produced by Rolling Oscillation of Cylinders with Chine Sections (배골형단면(背骨刑斷面) 주상체(柱狀體)의 횡동요(橫動搖)에 있어서의 부가관성(附加慣性)모우먼트와 감쇠(減衰)모우먼트에 관하여)

  • J.H.,Hwang;Key-P.,Rhee
    • Bulletin of the Society of Naval Architects of Korea
    • /
    • v.11 no.2
    • /
    • pp.7-14
    • /
    • 1974
  • Hydrodynamic moments produced by the rolling oscillation on the free surface and the associated swaying force were exactly calculated by Ursell-Tasai method for the cylinders with Kim's chine form sections($a_1,\;a_7$). The coefficient of the added moment of inertia $K_{\varphi^{\tau}}$, the progressive wave height ratio $\bar{A}$, the coefficient of swaying forces $K_{RS}$, ${\alpha}_{RS}$ of rolling oscillations are shown in the several figures. The results of the computation were compared with those of lewis form sections. It is concluded that the effect of the section form on the added moment of inertia is significant for the cylinder with the section of same beam-draft ratio and sectional area coefficient, on the other hand, a little effect appears on the wave damping.

  • PDF

Detection of Low Cycle Fatigue in Type 316 Stainless Steel using HTS-SQUID

  • Park, D.G.;Kim, D.W.;Timofeev, V.P.;Hong, J.H.
    • Corrosion Science and Technology
    • /
    • v.3 no.5
    • /
    • pp.222-225
    • /
    • 2004
  • A portable RF HTS SQUID-based susceptometer was applied to the measurement of fatigue behavior for type 316L(N) stainless steel containing 0.04% to 0.15% nitrogen content. Strain-controlled low cycle fatigue (LCF) tests were conducted at RT and $600^{\circ}C$ in air an atmosphere, and the magnetic moments were measured after the fatigue test using HTS SQUID. The magnetic moment of an as-received sample is higher than that of a fatigued sample in all the temperature ranges irrespective of the nitrogen content. The fatigue life decreased with an increasing test temperature up to $500^{\circ}C$, but increased at $600^{\circ}C$. The change of the magnetic moments by LCF test is attributed to the stress induced micro defects.

Calculation of the Dipole Moment for Octahedral [Co(III)-$O_3N_3$], Tetrahedral [M(II)-$O_2N_2$] and Square Planner [M(II)-$O_2N_2$] Type Complexes [M(II) = Ni(II) or Cu(II)] (정팔면체 [Co(III)-$O_3N_3$], 정사면체 [M(II)-$O_2N_2$] 및 정사각형 [M(II)-$O_2N_2$] 형태 착물의 쌍극자모멘트의 계산 [M(II) = Ni(II) 또는 Cu(II)])

  • Ahn Sang Woon
    • Journal of the Korean Chemical Society
    • /
    • v.22 no.5
    • /
    • pp.295-303
    • /
    • 1978
  • The dipole moments for octahedral [Co(III)-$O_3N_3$], tetrahedral [M(II)-$O_2N_2$] and square planar [M(II)-$O_2N_2$] types complexes are calculated by the expansion method for spherical harmonics using the valence basis sets for the central metal ion and the single basis set orbital ($2p_z$) for ligands. The calculated dipole moments for these complexes are in agreement with the experimental values.

  • PDF

Quantum Modeling of Nanoscale Symmetric Double-Gate InAlAs/InGaAs/InP HEMT

  • Verma, Neha;Gupta, Mridula;Gupta, R.S.;Jogi, Jyotika
    • JSTS:Journal of Semiconductor Technology and Science
    • /
    • v.13 no.4
    • /
    • pp.342-354
    • /
    • 2013
  • The aim of this work is to investigate and study the quantum effects in the modeling of nanoscale symmetric double-gate InAlAs/InGaAs/InP HEMT (High Electron Mobility Transistor). In order to do so, the carrier concentration in InGaAs channel at gate lengths ($L_g$) 100 nm and 50 nm, are modelled by a density gradient model or quantum moments model. The simulated results obtained from the quantum moments model are compared with the available experimental results to show the accuracy and also with a semi-classical model to show the need for quantum modeling. Quantum modeling shows major variation in electron concentration profiles and affects the device characteristics. The two triangular quantum wells predicted by the semi-classical model seem to vanish in the quantum model as bulk inversion takes place. The quantum effects thus become essential to incorporate in nanoscale heterostructure device modeling.