• Title/Summary/Keyword: uniform external pressure

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Uni-axial behaviour of normal-strength concrete-filled-steel-tube columns with external confinement

  • Ho, J.C.M.;Luo, L.
    • Earthquakes and Structures
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    • v.3 no.6
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    • pp.889-910
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    • 2012
  • Because of the heavy demand of confining steel to restore the column ductility in seismic regions, it is more efficient to confine these columns by hollow steel tube to form concrete-filled-steel-tube (CFST) column. Compared with transverse reinforcing steel, steel tube provides a stronger and more uniform confining pressure to the concrete core, and reduces the steel congestion problem for better concrete placing quality. However, a major shortcoming of CFST columns is the imperfect steel-concrete interface bonding occurred at the elastic stage as steel dilates more than concrete in compression. This adversely affects the confining effect and decrease the elastic modulus. To resolve the problem, it is proposed in this study to use external steel confinement in the forms of rings and ties to restrict the dilation of steel tube. For verification, a series of uni-axial compression test was performed on some CFST columns with external steel rings and ties. From the results, it was found that: (1) Both rings and ties improved the stiffness of the CFST columns and (2) the rings improve significantly the axial strength of the CFST columns while the ties did not improve the axial strength. Lastly, a theoretical model for predicting the axial strength of confined CFST columns will be developed.

Spray characteristics of twin-fluid atomization using external-mixing sonic nozzles (외부혼합형 음속노즐을 사용한 2유체 미립화의 분무특성)

  • Park, Byeong-Gyu;Lee, Jun-Sik
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.21 no.1
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    • pp.132-139
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    • 1997
  • Spray characteristics of external mixing sonic twin-fluid atomization nozzles are investigated experimentally. Particle sizes are measured by the Fraunhofer diffraction method using the Malvern particle analyzer, and their radial distributions are obtained using the tomographical transformation technique. The spatial distribution of SMD shows that the drop size increases in the radial direction at a fixed liquid flow rate, and the distribution is getting uniform rapidly as the atomizing gas pressure increases. The SMD decreases as the liquid flow rate increases at a fixed GLR. It is found that the atomization efficiency of the flush type sonic nozzle is superior to that of protrusion type. The effect of laser beam diameter of the particle analyzer on the spatial SMD distribution is minor at present experimental conditions.

Effects of axial external magnetic fields on plasma density on substrate in helical resonator plasma source (헬리칼 공명 플라즈마에서 축 방향의 외부 자장이 기판상의 플라즈마 밀도에 미치는 영향)

  • 김태현;태흥식;이용현;이호준;이정해;최경철
    • Journal of the Korean Vacuum Society
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    • v.8 no.2
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    • pp.172-179
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    • 1999
  • The axial distributions of plasma density in a helical resonator plasma with the external magnetic field have been measured using Langmuir probes. Net RF power is set to 200W and chamber pressure is varied from 0.4 mTorr to 100mTorr there are three kinds of eternal magnetic field structure applied on the helical resonator plasma. One is a uniform magnetic field, the second is a positive gradient magnetic field and the third is a negative gradient magnetic field. In the three magnetic field structures, the negative gradient magnetic field is found to show the highest increase in plasma density on the substrate compared with other magnetic structures. Plasma density profile in helical resonator is well consistent with electromagnetic field pattern obtained by computer simulation. It is also found that axial magnetic fields do not affect plasma density distribution in the plasma reactor region, but induce the increase of plasma density in the process chamber region. In order to avoid the nonuniformity of radial density profile, weak magnetic fields under 100G are applied.

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Assessment of Underwater Penetration Performance for the Shape of the External Device of Shaped Charge (성형폭약 외부장치 형상에 따른 수중 관입성능 평가)

  • Suk, Chul-Gi;Noh, You-Song;Ko, Young-Hun;Park, Hoon;Cho, Sang-Ho;Yang, Hyung-Sik
    • Explosives and Blasting
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    • v.34 no.4
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    • pp.1-9
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    • 2016
  • For underwater steel structure, cut that underwater shaped charge device that combines a spring hose, which is an external device of pressure resistance and flexibility with flexible shaped charge, was invented. As a basic experiment for an optimum condition design, an penetration performance was compared by external device shape. To evaluate the result of an experiment, image analysis was carried out after obtaining the model by using the liquid rubber for the penetrated steel plate. To simulate the penetrating process of shaped charge, the AUTODYN program has been used. As a result of analysis, while the average penetration depth of circular and square shaped external devices were similar, the penetration quality was more uniform in the case of circle. In addition, water infiltration occurred in square case, displacement and strain rate according to the increase of the water pressure were measured high.

Generalized Formula for Active Earth Pressure Estimation with Inclined Retaining Wall (점착력을 고려한 배면 경사 옹벽에서의 주동토압 산정 공식)

  • Kim, Woncheul;Hwang, Youngcheol
    • Journal of the Korean GEO-environmental Society
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    • v.9 no.5
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    • pp.71-81
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    • 2008
  • Active earth pressure formula, which can consider the effects of ground surface inclination, inclination of inside retaining wall face, wall friction, line load, uniform load, soil cohesion and adhesion, was derived based on the force equilibrium principle. In order to verify the accuracy of this proposed formula, the calculated active earth pressures by the proposed formula were compared with those of graphical solutions. Also, the active earth pressures determined by the proposed formula were compared with those by Coulomb's, Rankine's and Mazindrani's solution under specific conditions. The results matched quite well not only with the graphical solutions but also with those by three other methods. Also, the trend of active earth pressures by the proposed formula were corresponded with results of experimental study by Fang, et al. It can be concluded that this generalized formula not only can overcome the limitations of Rankine's, Coulomb's and Mazindrani's active earth pressure formula but also can consider the external loading conditions.

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Experimental Simulation of Local External Forcing of the Contained Rotating Flow (회전반 유체실험에서 국지적 외력의 실험적 모의)

  • Yi, Chang-Won;Na, Jung-Yul
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.5 no.2
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    • pp.77-85
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    • 2000
  • Simulation of local external forcing and its response in the rotation table experiment has been investigated. Spatially-uniform external forcings have been applied in many experimental studies, however, based on the fact that the north-south distribution of the wind-stress curl and the existence of local maximum of the sea surface heat loss in the northern part of the East Sea, new method of combined effects of local forcings has been employed in separate experiments. Carefully designed local source or sink at the bottom of the cylindrical container can produce horizontal pressure gradient within the Ekman layer, and consequently the interior also attains the same pressure gradient that produces geostrophic interior circulation. In order to keep free surface during the local-surface cooling, a side-wall cooling method is suggested. For the various type of local forcing including the effects local cooling and the periodic change of local wind-stress curl, western-boundary flow in terms of its strength, position of separation from the boundary have been observed.

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Stress and Electric Potential Fields in Piezoelectric Smart Spheres

  • Ghorbanpour, A.;Golabi, S.;Saadatfar, M.
    • Journal of Mechanical Science and Technology
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    • v.20 no.11
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    • pp.1920-1933
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    • 2006
  • Piezoelectric materials produce an electric field by deformation, and deform when subjected to an electric field. The coupling nature of piezoelectric materials has acquired wide applications in electric-mechanical and electric devices, including electric-mechanical actuators, sensors and structures. In this paper, a hollow sphere composed of a radially polarized spherically anisotropic piezoelectric material, e.g., PZT_5 or (Pb) (CoW) $TiO_3$ under internal or external uniform pressure and a constant potential difference between its inner and outer surfaces or combination of these loadings has been studied. Electrodes attached to the inner and outer surfaces of the sphere induce the potential difference. The governing equilibrium equations in radially polarized form are shown to reduce to a coupled system of second-order ordinary differential equations for the radial displacement and electric potential field. These differential equations are solved analytically for seven different sets of boundary conditions. The stress and the electric potential distributions in the sphere are discussed in detail for two piezoceramics, namely PZT _5 and (Pb) (CoW) $TiO_3$. It is shown that the hoop stresses in hollow sphere composed of these materials can be made virtually uniform across the thickness of the sphere by applying an appropriate set of boundary conditions.

Influence of axial magnetic field on the plasma density on the substrate in helical resonator (헬리칼 공명 플라즈마의 기판플라즈마밀도에 미치는 축방향자계의 영향)

  • Kim, Tae-Hyun;Kim, Moon-Young;Jang, Sang-Hun;Tae, Heung-Sik
    • Proceedings of the KIEE Conference
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    • 1997.11a
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    • pp.376-378
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    • 1997
  • Plasma density and its axial distribution and uniformity on the substrate in a helical resonator plasma in the external magnetic field have been measured using Langmuir probes. Net RF power is set to 200W and chamber pressure is varied from $1{\times}10^{-1}Torr$ to $1{\times}10^{-4}Torr$. There are three kinds of external magnetic field structure applied on the helical resonator plasma. One is a uniform magnetic field, another is a plus gradient magnetic field and the third is a minus gradient magnetic field. Of the three magnetic field structure, the minus gradient magnetic field is found to show the highest increase in plasma density on the substrate compared with other magnetic structures. In order to avoid radial density ununiformity, weak magnetic fields under 100Gauss are applied.

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Pareto optimum design of laminated composite truncated circular conical shells

  • Topal, Umut
    • Steel and Composite Structures
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    • v.14 no.4
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    • pp.397-408
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    • 2013
  • This paper deals with multiobjective optimization of symmetrically laminated composite truncated circular conical shells subjected to external uniform pressure load and thermal load. The design objective is the maximization of the weighted sum of the critical buckling load and fundamental frequency. The design variable is the fibre orientations in the layers. The performance index is formulated as the weighted sum of individual objectives in order to obtain optimal solutions of the design problem. The first-order shear deformation theory (FSDT) is used in the mathematical formulation of laminated truncated conical shells. Finally, the effect of different weighting factors, length-to-radius ratio, semi-cone angle and boundary conditions on the optimal design is investigated and the results are compared.

Stability of a cylindrical shell with an oblique end

  • Hu, X.J.;Redekop, D.
    • Structural Engineering and Mechanics
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    • v.19 no.1
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    • pp.43-53
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    • 2005
  • The linearized buckling problem is considered for an isotropic clamped-clamped cylindrical shell with an oblique end. A theoretical solution based on the Budiansky shell theory is developed, and numerical results are determined using the differential quadrature method. In formulating the solutions, the surface of the shell is developed onto a plane, and the resulting irregular domain is then mapped, using blending functions, onto a square parent domain. The analysis is carried out in the parent domain. Convergence, validation, and parametric studies are conducted for a uniform external pressure loading. Results determined are compared with finite element results. The paper ends with an appropriate set of conclusions.