• Title/Summary/Keyword: geometry parameters

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Reinforced concrete beam-column joints with lap splices under cyclic loading

  • Karabinis, Athanasios I.
    • Structural Engineering and Mechanics
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    • v.14 no.6
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    • pp.649-660
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    • 2002
  • Experimental results are presented from tests conducted on reinforced concrete beam-column joints with lap splices under reversed cyclic loading simulating earthquake action. Response curves are compared for twenty-four specimens designed according to Eurocode 2. The main parameters of the investigation are, the geometry of the reinforcing bar extension, the applied axial load (normalized), the available cover over lap splice region extended as length required from Eurocode 2, as well as the shape and the volumetric percentage of the stirrups confining the lap splice zone. The results are evaluated with regards to the load intensity, the energy absorption capacity and the characteristics of the load deflection curve.

Study on the Heat and Mass Transfer Characteristics of Oyster Shell Flowing through the Bundle of Heating Pipes (가열원관군 주위를 유동하는 굴패각의 탈착과정에 대한 열 및 물질전달에 관한 연구)

  • Kim, Myoung-Jun
    • Journal of Power System Engineering
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    • v.17 no.3
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    • pp.28-34
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    • 2013
  • This study is experimentally performed for using the oyster shell as a desiccant in the fluidized bed with bundle of heating pipe. The test material is oyster shell from fishery wastes which can use without costs. The main parameters of experiment are inlet air temperature, velocity of inlet air and heat flux of heating pipes. Also the geometry of heating pipe is treated as important parameter. From this study, the effect of inlet air temperature and input heat flux have much affect to increase the heat and mass transfer. On the other hand, the effect of inlet air velocity has less affect to increase the heat and mass transfer. And it is clarified that the oyster shell has sufficient probability for using as a desiccant in air-conditioning system.

Combination of isogeometric analysis and extended finite element in linear crack analysis

  • Shojaee, S.;Ghelichi, M.;Izadpanah, E.
    • Structural Engineering and Mechanics
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    • v.48 no.1
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    • pp.125-150
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    • 2013
  • This paper intends to present an application of isogeometric analysis in crack problems. An isogeometric formula is developed based on NURBS basis functions - enriched and adopted via X-FEM enrichment functions. The proposed method which is represented by the combination of the two above-mentioned methods, first by using NURBS functions models the geometry exactly and then by defining level set function on domain, identifies available discontinuity in elements. Additional DOFs are allocated to elements containing the crack and X-FEM enrichment functions enrich approximate solution. Moreover, a subelement refinement technique is used to improve the accuracy of integration by the Gauss quadrature rule. Finally, several numerical examples are illustrated to demonstrate the effectiveness, robustness and accuracy of the proposed method during calculation of crack parameters.

Information Modeling for BIM Based Design of Precast Concrete Platform (BIM 기반의 설계를 위한 프리캐스트 콘크리트 승강장의 정보모델링)

  • Jeong, Ji-Sook;Lee, Kwang-Myong;Park, Ki-Hyun;Park, Young-Shik
    • Journal of KIBIM
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    • v.4 no.1
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    • pp.1-7
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    • 2014
  • The construction method using PC(Precast Concrete) has been widely used because the method can shorten the construction period and improve construction quality. In this paper, through the analysis of present design process for PC railway platform, design parameters on the geometry and properties were extracted and 3D information models for PC railway platform were constructed by the parametric modeling technique. Furthermore, the interface module was developed to link 3D models to the structural analysis/design sheet and database program using VBA(Visual Basic Application). This information model could be used in various areas including structural analysis and design, 2D drawing, quantity estimation and 4D simulation including clash detection.

Theoretical Analyses of Herringbone Grooved Air Thrust Bearings (헤링본 그루브 공기 스러스트 베어링의 해석)

  • Park, Sang-Shin;Jang, Woo-Young
    • Tribology and Lubricants
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    • v.27 no.5
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    • pp.233-239
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    • 2011
  • In this study, the characteristics of herringbone grooved air thrust berings are studied. It is shown that a generalized coordinate transformation method which was developed for handling complex geometry such as herring bone groove journal bearings is well applied to herringbone grooved air thrust bearings. The load carrying capacity and stiffness and damping coefficients are calculated according to the design parameters like groove depth or the number of grooves and compared to that of plain air journal bearings.

Performance Analysis of Multi-hop Wireless Networks under Different Hopping Strategies with Spatial Diversity

  • Han, Hu;Zhu, Hongbo;Zhu, Qi
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.6 no.10
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    • pp.2548-2566
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    • 2012
  • This paper derives two main end-to-end performance metrics, namely the spatial capacity density and the average end-to-end delay of the multi-hop wireless ad hoc networks with multi-antenna communications. Based on the closed-form expressions of these performance metrics, three hopping strategies, i.e., the closest neighbor, the furthest neighbor and the randomly selected neighbor hopping strategies have been investigated. This formulation provides insights into the relations among node density, diversity gains, number of hops and some other network design parameters which jointly determine network performances, and a method of choosing the best hopping strategy which can be formulated from a network design perspective.

Theoretical Approach for the Structures, Energetics and Spectroscopic Properties of (H2O3)n (n = 1-5) Clusters

  • Seo, Hyun-Il;Bahng, Jin-Ah;Kim, Yeon-Cheol;Kim, Seung-Joon
    • Bulletin of the Korean Chemical Society
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    • v.33 no.9
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    • pp.3017-3024
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    • 2012
  • The geometrical parameters, vibrational frequencies, and binding energies for $(H_2O_3)_n$ (n = 1-5) have been investigated using various quantum mechanical techniques. The possible structures of the clusters (n = 2-5) are fully optimized and the binding energies are predicted using energy differences at each optimized geometry. The harmonic vibrational frequencies are also determined and zero-point vibrational energies (ZPVEs) are considered for the better prediction of the binding energy. The best estimation of the binding energy for the dimer is 8.65 kcal/mol. For n = 2 and 3, linear structures with all trans forms of the HOOOH monomers are predicted to be the lowest conformations in energy, while the cyclic structures with all cis-HOOOH monomers are preferable structures for n = 4 and 5.

Low-Resistance W Bit-line Implementation with RTP Anneal & Additional Ion Implantation. (RTP Anneal과 추가 이온주입에 의한 저-저항 텅스텐 bit-line 구현)

  • 이용희;우경환;최영규;류기한;이천희
    • Proceedings of the IEEK Conference
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    • 2000.06b
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    • pp.266-269
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    • 2000
  • As the device geometry continuously shrink down less than sub-quarter micrometer, DRAM makers are going to replace conventional tungsten-polycide with tungsten bit-line structure in order to reduce the chip size and use it as a local interconnection. In this paper we showed low resistance and leakage tungsten bit-line process with various RTP(Rapid Thermal Process) temperature. As a result we obtained that major parameters impact on tungsten bit-line process are RTP Anneal temperature and BF2 ion implantation dopant. These tungsten bit-line process are promising to fabricate high density chip technology.

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Natural Convection in a Rectangular Enclosure with Localized Heating from Below (사각공간내에서의 부분바닥가열에 의한 자연대류에 관한 연구)

  • Han, H.T.
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.7 no.2
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    • pp.287-297
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    • 1995
  • In this study, the geometry consists of a two-dimensional rectangular enclosure with localized heating from below. The size and the location of the heater on the floor has been varied, and one of the vertical walls remains at a low temperature simulating a cold window. The governing equations for momentum, energy and continuity, which are coupled with turbulent equations have been solved using a finite volume method. A low Reynolds number $k-{\varepsilon}$ model has been incorporated to solve the turbulent kinetic energy and the dissipation rate. The heat transfer characteristics and the thermal environmental characteristics of the room have been obtained for various system parameters in a room with a partially heated floor.

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Analytical and numerical modeling of interfacial stresses in beams bonded with a thin plate

  • Daouadji, Tahar Hassaine
    • Advances in Computational Design
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    • v.2 no.1
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    • pp.57-69
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    • 2017
  • The composite plate to upgrade structures and, in particular, to extend the lives of reinforced concrete beams has wide applications. One of the main aspects of the bonded strengthening technology is the stress analysis of the reinforced structure. In particular, reliable evaluation of the adhesive shear stress and of the stress in the composite plates is mandatory in order to predict the beam's failure load. In this paper, a finite element analysis is presented to calculate the stresses in the reinforced beam under mechanical loads. The numerical results was compared with the analytical approach, and a parametric study was carried out to show how the maximum stresses have been influenced by the material and geometry parameters of the composite beam.