Study on Performance of Kiewitt Single-layer Spherical Reticulated Shell Structure Under the Action of Fire

被引:0
|
作者
Yin Zhixiang [1 ]
Zhao Jiapeng [1 ]
Zhao Sida [1 ]
机构
[1] Liaoning Tech Univ, Architectural Engn Coll, Fuxin 123000, Liaoning, Peoples R China
关键词
Spatial Reticulated Structures; Transient Thermal Analysis; Local Fire; Fire-resistance; Nonlinear Finite Element;
D O I
10.4028/www.scientific.net/AMM.488-489.102
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Under the condition of high temperature, steel basic mechanical property index such as strength, elastic modulus falls sharply. Once there is a fire, long-span reticulated shell has serious damage. This paper, taking Kiewitt reticulated spherical shell as an example, uses ISO - 834 standard temperature - time curve to simulate fire and analyze the distribution of temperature field calculation and mechanical. Analysis by using transient thermal analysis in ANSYS software. Through ANSYS software to analog fire resistant properties of reticulated shell under the action of local fire resistant properties, it is concluded that the fire in the different parts of the structure on the structural deformation and destruction of the structure form, to a certain extent, reflects the overall structure fire resistance of spatial reticulated shell.
引用
收藏
页码:102 / 105
页数:4
相关论文
共 50 条
  • [41] On the Seismic Performance of the Single-Layer Reticulated Shell with a Center-Hung Scoreboard under Multiple Seismic Excitations
    Liu, Renjie
    Ji, Ce
    Li, Xiongyan
    Wang, Chao
    Wang, Guangyong
    [J]. SHOCK AND VIBRATION, 2023, 2023
  • [42] Overall performance analysis of single layer reticulated dome under fire
    Xue, Su-Duo
    Qiu, Lin-Bo
    Li, Xiong-Yan
    Wang, Ning
    [J]. Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology, 2012, 38 (04): : 488 - 491
  • [43] Effect of explosion-proof wall on antiknock performance for single-layer reticulated shell
    Zhai, Ximei
    Su, Qianqian
    [J]. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2016, 48 (12): : 76 - 82
  • [44] Dynamic performance analysis of single-layer cylindrical reticulated shell considering pile-soil-structure interaction
    Xue, Su-Duo
    Liu, Yi
    Li, Xiong-Yan
    [J]. Journal of the International Association for Shell and Spatial Structures, 2015, 56 (02): : 91 - 100
  • [45] Simlating the Stability and Pre-stressed Tension of a Single-Layer Spherical Reticulated Shell Supported by Cable
    Zhang Zhonghao
    Zhi Xudong
    Li Qixun
    Fan Feng
    [J]. International Journal of Steel Structures, 2019, 19 : 618 - 634
  • [46] Study on structural performance and design of single-layer folded-plane spatial reticulated structure
    Guo, Yanlin
    Dou, Chao
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (04): : 19 - 30
  • [47] Wind load factor and parametric analysis of long-span single-layer spherical reticulated shell
    Guangdong Provincial Academy of Building Research, Guangzhou 510500, China
    不详
    [J]. Jianzhu Jiegou Xuebao, 2006, 4 (65-72):
  • [48] Simlating the Stability and Pre-stressed Tension of a Single-Layer Spherical Reticulated Shell Supported by Cable
    Zhang Zhonghao
    Zhi Xudong
    Li Qixun
    Fan Feng
    [J]. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2019, 19 (02) : 618 - 634
  • [49] SEISMIC PERFORMANCE OF SINGLE-LAYER SPHERICAL RETICULATED SHELLS CONSIDERING JOINT STIFFNESS AND BEARING CAPACITY
    Ma, Hui-Huan
    Ma, Yue-Yang
    Fan, Feng
    Zhang, Ying-Nan
    [J]. ADVANCED STEEL CONSTRUCTION, 2022, 18 (02): : 604 - 616
  • [50] Calculation Theory and Experimental Study of the K6 Single-layer Reticulated Shell
    Yan, Renzhang
    Chen, Zhihua
    Wang, Xiaodun
    Xiao, Xiao
    Yang, Yuan
    [J]. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2014, 14 (02) : 195 - 212