Mixed convective heat transfer through a horizontal opening in a full-scale, two-story test-hut

被引:3
|
作者
Vera, Sergio [1 ,2 ]
Rao, Jiwu [3 ]
Fazio, Paul [3 ]
Campo, Antonio [4 ]
机构
[1] Pontificia Univ Catolica Chile, Dept Construct Engn & Management, Sch Engn, Santiago 7820436, RM, Chile
[2] Pontificia Univ Catolica Chile, Ctr Sustainable Urban Dev CEDEUS, Santiago 7820436, RM, Chile
[3] Concordia Univ, Dept Bldg Civil & Environm Engn, Montreal, PQ H3G 1M8, Canada
[4] Univ Texas San Antonio, Dept Mech Engn, San Antonio, TX 78249 USA
关键词
Horizontal opening; Mixed convection; Heat transfer; Full scale two-story test-hut; CFD; DRIVEN FLOW-THROUGH; NATURAL-CONVECTION; AIR-FLOW; BUOYANCY; VENTILATION; PRESSURE; CAVITY; PLATE; MODEL;
D O I
10.1016/j.applthermaleng.2013.12.039
中图分类号
O414.1 [热力学];
学科分类号
摘要
This paper undertakes a study to investigate the heat transfer through a horizontal opening connecting two rooms in a full-scale two-story test-hut with two ventilation strategies, namely ventilation with downward net flow through the opening and independent balanced ventilation in each room. The horizontal opening represents a stairwell opening in buildings. The airflow in the test-hut is characterized by 1.44 x 10(5) <= Gr <= 7.66 x 10(6) and Re <= 2782. Based on the simulation of 74 cases using a CFD model, all heat fluxes through the opening are calculated for each case under study. The collection of results demonstrates that upward heat fluxes through the opening are proportional to the temperature difference between the lower and the upper rooms. Heat fluxes were even found when the upper room is warmer than the lower room due to the presence of local eddies under and above the opening. It was also found that the heat transfer through the opening is caused mainly by buoyancy driven flows with some contribution from forced flows. This means that mixed convective heat transfer occurs through the opening and the combined effect can be predicted by the empirical correlation of power-law form Nu = 3.11Gr(0.057)Re(0.63). (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:499 / 507
页数:9
相关论文
共 45 条
  • [21] Shake-Table Testing of a Full-Scale Two-Story Precast Wall-Slab-Wall Structure
    Brunesi, Emanuele
    Peloso, Simone
    Pinho, Rui
    Nascimbene, Roberto
    EARTHQUAKE SPECTRA, 2019, 35 (04) : 1583 - 1609
  • [22] Sub-structural pseudo-dynamic performance of two full-scale two-story steel plate shear walls
    Lin, Chih-Han
    Tsai, Keh-Chyuan
    Qu, Bing
    Bruneau, Michel
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (12) : 1467 - 1482
  • [23] Testing of full-scale two-story steel plate shear wall with reduced beam section connections and composite floors
    Qu, Bing
    Bruneau, Michel
    Lin, Chih-Han
    Tsai, Keh-Chyuan
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (03): : 364 - 373
  • [24] Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building
    Fiorino, Luigi
    Macillo, Vincenzo
    Landolfo, Raffaele
    ENGINEERING STRUCTURES, 2017, 151 : 633 - 647
  • [25] Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure
    Mavros, M.
    Ahmadi, F.
    Shing, P. B.
    Klingner, R. E.
    McLean, D.
    Stavridis, A.
    JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (10)
  • [26] MIXED CONVECTIVE FLOW AND HEAT TRANSFER THROUGH A HORIZONTAL CHANNEL WITH SURFACE MOUNTED OBSTACLES
    Saha, Arun K.
    Malik, Twinkle
    JOURNAL OF ENHANCED HEAT TRANSFER, 2012, 19 (04) : 313 - 329
  • [27] Bidirectional substructure pseudo-dynamic tests and analysis of a full-scale two-story buckling-restrained braced frame
    Khoo, Hsen-Han
    Tsai, Keh-Chyuan
    Tsai, Ching-Yi
    Tsai, Cheng-Yu
    Wang, Kung-Juin
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2016, 45 (07): : 1085 - 1107
  • [28] Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers
    Yi, Duhang
    Yuan, Jiacong
    Pan, Yi
    Fan, Yuanqing
    JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (04)
  • [29] Seismic design and experiment of single and coupled corner gusset connections in a full-scale two-story buckling-restrained braced frame
    Lin, Pao-Chun
    Tsai, Keh-Chyuan
    Wu, An-Chien
    Chuang, Ming-Chieh
    Li, Chao-Hsien
    Wang, Kung-Juin
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (13): : 2177 - 2198
  • [30] Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table
    Lu, Yang
    Chen, Wen
    Xiong, Feng
    Yan, Huiqun
    Ge, Qi
    Zhao, Fuchao
    JOURNAL OF STRUCTURAL ENGINEERING, 2021, 147 (12)