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Volume 51 Issue 8
Nov.  2021
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Article Contents
WANG Mingming, XIN Zhiyong, OU Tong, WANG Dayang, ZHANG Yongshan, ZHU Yong. EXPERIMERTAL RESEARCH ON TEMPERATURE FIELD EFFECT OF STANDING SEAM ALUMINUM ALLOY ROOF SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 126-136. doi: 10.13204/j.gyjzG20091602
Citation: WANG Mingming, XIN Zhiyong, OU Tong, WANG Dayang, ZHANG Yongshan, ZHU Yong. EXPERIMERTAL RESEARCH ON TEMPERATURE FIELD EFFECT OF STANDING SEAM ALUMINUM ALLOY ROOF SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 126-136. doi: 10.13204/j.gyjzG20091602

EXPERIMERTAL RESEARCH ON TEMPERATURE FIELD EFFECT OF STANDING SEAM ALUMINUM ALLOY ROOF SYSTEMS

doi: 10.13204/j.gyjzG20091602
  • Received Date: 2020-09-16
    Available Online: 2021-11-10
  • Publish Date: 2021-11-10
  • Metal roof systems have been widely used in various important landmark buildings, and are often affected by periodic solar radiation, temperature changes and other environmental influences. The deformation and stress distribution of the standing seaming aluminum alloy roof system under the action of the temperature field were studied by experiments. The stress and deformation characteristics of roof slab, support and slab rib under static temperature were analyzed, and the mechanical properties, deformation and wear characteristics of roof slab were evaluated by cyclic temperature loading test. The results showed that with the increase of temperature, the stresses of slab rib, support, slab bottom and surface gradually increased, and the stress concentration was obvious. When the temperature increased by 1 ℃, the maximum temperature stress of roof slab increased by about 1.2 MPa. The slab rib stress was the largest, followed by the slab surface, the slab bottom stress was the smallest, and the stress of each part was in the elastic stage. The thermal expansion displacement of the roof slab was significant, and the longitudinal horizontal displacement of the roof slab was obviously larger than the vertical displacement of slab bottom, and the maximum longitudinal horizontal displacement was about 20.4 mm. Under cyclic loading, the wear characteristics of roof slab were greatly affected by the number of cycles, and the maximum wear thickness was about 18.20 μm.
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  • [1]
    范重, 刘先明, 范学伟, 等. 国家体育场大跨度钢结构设计与研究[J]. 建筑结构学报, 2007,28(2):1-16.
    [2]
    傅学怡, 顾磊, 施永芒, 等. 北京奥运国家游泳中心结构初步设计简介[J]. 土木工程学报, 2004,37(2):1-11.
    [3]
    BASKARAN B A, KÓ S K P. Optimizing the Wind Uplift Resistance of Mechanically Attached Roofing Systems[J]. Journal of Architectural Engineering, 2008, 14(3):65-75.
    [4]
    BASKARAN B A, MOLLETI S, BOOTH R J. Understanding Air Barriers in Mechanically Attached Low Slope Roofing Assemblies for Wind Uplift[J]. Journal of ASTM International, 2006, 4(10):1-13.
    [5]
    HOLMES J D. Wind Loading of Structures[M]. Oakville:CRC Press, 2015.
    [6]
    BASKARAN A, MOLLETI S, ROODVOETS D. Understanding Low-Sloped Roofs Under Hurricane Charley from Field to Practice[J]. Journal of ASTM International, 2007, 4(10):1-13.
    [7]
    NIST. Performance of physical structures in Hurricane Katrina and Hurricane Rita:a Reconnaissance Report[R]. Gaithersburg, MD, USA:National Institute of Standards and Technology,2006.
    [8]
    孙成疆. 直立锁缝金属屋面系统在模拟极端暴风工况下抗风揭能力测试和分析[J]. 建筑结构, 2011(增刊1):1438-1442.
    [9]
    罗永峰, 肖兵波, 刘松. 常用压型钢板屋面及连接件承载能力分析[J]. 建筑钢结构进展, 2006,8(6):1-4.
    [10]
    梁炜宇, 赵滇生, 郎一红. 暗扣式屋面板扣件抗风性能分析[J]. 浙江工业大学学报, 2007,35(4):460-463.
    [11]
    魏云波, 刘浩, 吴明超,等. 金属屋面板抗风吸力性能试验装置与试验方法[C]//2010全国钢结构学术年会论文集. 北京:2010.
    [12]
    魏云波, 刘波, 侯兆欣,等. 直立锁边铝镁锰合金屋面板抗风吸力设计方法及工程应用[C]//2010全国钢结构学术年会论文集. 北京:2010.
    [13]
    王元清, 林错错, 石永久. 露天日照条件下钢结构构件温度的试验研究[J]. 建筑结构学报, 2010(增刊1):140-147.
    [14]
    肖建春, 徐灏, 刘佳坤,等. 太阳强烈辐射对大跨度球面网壳静力性能的影响[J]. 固体力学学报, 2010(增刊1):275-280.
    [15]
    LIU H, CHEN Z, ZHOU T. Theoretical and Experimental Study on the Temperature Distribution of H-Shaped Steel Members Under Solar Radiation[J]. Applied Thermal Engineering, 2012, 37(2):329-335.
    [16]
    石永久, 高阳, 王元清,等. 温度荷载对新加坡植物园展览温室拱壳杂交结构设计的影响分析[J]. 空间结构, 2010, 16(4):49-54.
    [17]
    CHEN X Q, LIU Q W, ZHU J. Theoretical Analysis of Sunshine Temperature Difference of Steel-Concrete Composite Box Girder[J]. Journal of Southeast University (English), 2009, 25(4):513-517.
    [18]
    TONG M, THAM L G, AU F T K, et al. Numerical Modelling for Temperature Distribution in Steel Bridges[J]. Computers & Structures, 2001, 79(6):583-593.
    [19]
    CHIASSON A D, YAVUZTURK C, KSAIBATI K. Linearized Approach for Predicting Thermal Stresses in Asphalt Pavements due to Environmental Conditions[J]. Journal of Materials in Civil Engineering, 2008, 20(2):118-127.
    [20]
    FENG J, CHEN Z, WANG J, et al. Practical Procedure for Predicting Non-Uniform Temperature on the Exposed Face of Arch Dams[J]. Applied Thermal Engineering, 2010, 30(14):2146-2156.
    [21]
    HAMED E, BRADFORD M A, GILBERT R I. Time-Dependent and Thermal Behaviour of Spherical Shallow Concrete Domes[J]. Engineering Structures, 2009, 31(9):1919-1929.
    [22]
    DAMATTY A A E, RAHMAN M, RAGHEB O. Component Testing and Finite Element Modeling of Standing Seam Roofs[J]. Thin-Walled Structures, 2003, 41(11):1053-1072.
    [23]
    CSA. Standard Test Method for the Dynamic Wind Uplift Resistance of Membrane-Roofing Systems:CSA-A123.21-14[S]. Canada:Standards Council of Canada, 2015.
    [24]
    ASTM. Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference:ASTM E1592-05[S]. USA:ASTM International, 2017.
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