Analysis on the Dynamic Responses of Steel Beam under the Condition of Heat and Blast Loads

被引:0
|
作者
Tan, Yinghua [1 ,2 ]
Li, Yang [1 ]
Wu, Hao [1 ]
Tang, Min [1 ]
Hu, Yachao [1 ,3 ]
机构
[1] Shandong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
[2] Shandong Jianzhu Univ, Key Lab Bldg Struct Retrofitting & Underground Spa, Jinan 250101, Peoples R China
[3] Shandong Univ Sci & Technol, Shandong Prov Key Lab Civil Engn Disaster Prevent, Qingdao 266590, Peoples R China
关键词
steel beam; fire thermal load; blast load; pulse amplitude-impulse diagrams; critical temperature; INTEGRATED ADAPTIVE ENVIRONMENT; EXPLOSION ANALYSIS; FIRE ANALYSIS; FRAMES;
D O I
10.18280/ijht.400414
中图分类号
O414.1 [热力学];
学科分类号
摘要
Numerical simulation and analysis on the responses of steel beam under fire thermal load and blast load are performed using ABAQUS general finite element program. In this study, two cases with different order of applying the fire thermal load and blast load in a different order are considered: 1) when the steel beam is heated by fire first and then is impacted by blast load, the influence of the temperature on the pulse amplitude-impulse (P-I) diagrams is discussed and the saturated impulse and the minimum impulse related to temperature are analyzed. 2) when steel beam is impacted by blast loading first and then is attacked by fire, the influences of the initial static load and the pulse amplitude on the critical temperature -impulse (T-cr-I) diagrams are analyzed. The analysis results show that the higher the temperature is, the lower the impact resistance capability of steel beam is. The saturated impulse and the minimum impulse can be used to measure the impact resistance capability of steel beam. The impulse I(eta D) can be used to measure the fire resistance performance of steel beam. The blast load can obviously reduce the fire resistance capability of steel beam.
引用
收藏
页码:967 / 975
页数:9
相关论文
共 50 条
  • [21] Numerical Analysis on Failure Modes of Steel Frame under Fire Combined Blast Loads
    Yan, Shi
    Yang, Lu
    Jiang, Xuelei
    ADVANCES IN CIVIL ENGINEERING AND BUILDING MATERIALS III, 2014, 831 : 476 - 480
  • [22] Dynamic stability analysis of beam string structures under earthquake loads
    Department of Civil Engineering, Tianjin University, Tianjin, 300072, China
    不详
    Adv. Steel Constr., 2007, 3 (679-688):
  • [23] Analysis of building collapse under blast loads
    Luccioni, BM
    Ambrosini, RD
    Danesi, RF
    ENGINEERING STRUCTURES, 2004, 26 (01) : 63 - 71
  • [24] Dynamic analysis of steel truss bridges under moving train loads
    Xia, H
    Chen, YJ
    Minsili, LS
    ADVANCES IN STRUCTURAL ENGINEERING, 1995, : 48 - 54
  • [25] Assessment of dynamic response of armor grade steel plates and FMLs under air-blast loads
    Patel, Murlidhar
    Patel, Shivdayal
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2024,
  • [26] Simplified theoretical analysis and numerical study on the dynamic behavior of FCP under blast loads
    Zhao, Chunfeng
    Ye, Xin
    Gautam, Avinash
    Lu, Xin
    Mo, Y. L.
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2020, 14 (04) : 983 - 997
  • [27] Simplified theoretical analysis and numerical study on the dynamic behavior of FCP under blast loads
    Chunfeng Zhao
    Xin Ye
    Avinash Gautam
    Xin Lu
    Y. L. Mo
    Frontiers of Structural and Civil Engineering, 2020, 14 : 983 - 997
  • [28] Dynamic response of double skin facades under blast loads
    Ding, Chao
    Tuan Ngo
    Mendis, Priyan
    Lumantarna, Raymond
    Zobec, Marc
    ENGINEERING STRUCTURES, 2016, 123 : 155 - 165
  • [29] Steady-state dynamic analysis of Winkler beam under moving loads
    Xie, Wei-Ping
    Zhen, Bin
    Wuhan Ligong Daxue Xuebao/Journal of Wuhan University of Technology, 2005, 27 (07): : 61 - 63
  • [30] A methodology for evaluating dynamic responses of steel columns subjected to blast load under different situations
    Abdallah, Mohammad
    Osman, Bashir H.
    IES Journal Part A: Civil and Structural Engineering, 2015, 8 (04): : 265 - 275