Influence of adjacent trapezoidal steel sheets on the fire behaviour of I-section profiles with intumescent coatings

被引:0
|
作者
Schaumann, Peter [1 ]
Tabeling, Florian [1 ]
机构
[1] Leibniz Univ Hannover, Inst Stahlbau, D-30167 Hannover, Germany
关键词
D O I
10.1002/stab.201510323
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The thermal protection effect of intumescent coatings is based on the development of a thermal insulation foam layer which delays the heating of the steel elements in case of fire. In practical usage intumescent coatings are often applied on I-section profiles located close to the exterior wall or roof, which is realised by space-enclosing elements e.g. trapezoidal steel sheets. Consequently, the flange of the I-section profile adjacent to the space-enclosing element is completely or partially covered. As a result the foaming process of the intumescent coating is restrained in fire situation and the protection system is not able to provide its full thermal protection effect. Besides small scale tests aiming on the analysis of the foaming process of intumescent coatings, fire tests on coated I-section profiles with and without adjacent trapezoidal steel sheet are presented in this paper in order to evaluate the heating behavior of intumescent coatings in this special configuration. In this first part of the paper an overview of the experimental investigations which were carried out in the DASt research project (IGF 17200 N) is presented first. In the second part numerical investigations, which enable the simulation of the high temperature behaviour of intumescent coatings taking into account the foaming process and the prediction of the heating of coated I-section profiles will be presented.
引用
收藏
页码:794 / U160
页数:8
相关论文
共 50 条
  • [41] Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder
    Yamaguchi, Eiki
    Akagi, Toshiaki
    Tsuji, Hiroyuki
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2014, 14 (04) : 831 - 841
  • [42] Influence of corrosion on load-carrying capacities of steel I-section main-girder end and steel end cross-girder
    Eiki Yamaguchi
    Toshiaki Akagi
    Hiroyuki Tsuji
    International Journal of Steel Structures, 2014, 14 : 831 - 841
  • [43] Local-flexural interactive buckling behaviour and resistances of high-chromium stainless steel slender welded I-section columns
    Sun, Yao
    Liang, Yating
    Zhao, Ou
    ENGINEERING STRUCTURES, 2020, 220 (220)
  • [44] Structural behaviour and continuous strength method design of high strength steel non-slender welded I-section beam-columns
    Tse, Kevin
    Wang, Jie
    Yun, Xiang
    THIN-WALLED STRUCTURES, 2021, 169
  • [45] Influence of geometrical imperfections and residual stresses on the reliability of high strength steel welded I-section columns using Monte Carlo simulation
    Filho, Jose Osvaldo Ferreira
    da Silva, Luis Simoes
    Tankova, Trayana
    Carvalho, Hermes
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 215
  • [46] Flexual-torsional buckling behaviour of high-strength steel welded I-section beams: Experimental tests, numerical modelling and design method
    Xu, Cheng
    You, Zhi-Yue
    Zhang, Ce
    Kang, Shao-Bo
    STRUCTURES, 2024, 70
  • [47] Behaviour and design of S960 ultra-high strength steel non-slender welded I-section beam-columns
    Su, Andi
    Wang, Yuyin
    Wang, Yajin
    Rasmussen, Kim J. R.
    Gardner, Leroy
    ENGINEERING STRUCTURES, 2024, 304
  • [48] An assessment of the lateral-torsional buckling and post-buckling behaviour of steel I-section beams using a geometrically exact beam finite element
    Goncalves, Rodrigo
    THIN-WALLED STRUCTURES, 2019, 143
  • [49] Flexural buckling behaviour and resistances of S700 high strength cold-formed steel (CFS) built-up I-section columns
    Ma, Chicheng
    Su, Andi
    Wang, Yuyin
    THIN-WALLED STRUCTURES, 2025, 211
  • [50] Minor-axis flexural buckling behaviour and resistances of pin-ended S690 high strength steel welded I-section columns
    Sun, Yao
    Liang, Yating
    Zhao, Ou
    THIN-WALLED STRUCTURES, 2020, 156