Structural Fire Performance of Concrete-Filled Built-Up Cold-Formed Steel Columns

被引:23
|
作者
Craveiro, Helder D. [1 ]
Rahnavard, Rohola [1 ]
Henriques, Jose [2 ]
Simoes, Rui A. [1 ]
机构
[1] Univ Coimbra, Dept Civil Engn, ISISE, Rua Luis Reis Santos, P-3030790 Coimbra, Portugal
[2] Univ Hasselt, Fac Engn Technol, CERG, BE-3590 Diepenbeek, Belgium
关键词
cold-formed steel; built-up section; concrete-filled; load-bearing capacity; local-global buckling interaction; global buckling; fastener spacing; COMPOSITE BEAMS; STABILITY BEHAVIOR; SHEAR CONNECTORS; ELEMENTS; TEMPERATURE; RESISTANCE; TESTS;
D O I
10.3390/ma15062159
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Concrete-filled composite columns are widely used in the construction industry, exploiting the benefits of combining steel and concrete, providing, for instance, high load-bearing capacities and enhanced fire resistance. These solutions are extensively used in high-rise buildings and/or when high fire resistance performance requirements are imposed. In this exploratory research, a new type of concrete-filled composite column is investigated using fire resistance tests. Promoting the use of cold-formed steel products and developing innovative solutions for low-rise buildings with lower passive fire protection requirements led to the solutions presented in this research. Hence, a set of fire-resistance tests were undertaken on concrete-filled closed built-up cold-formed steel columns, where single cold-formed steel shapes are combined and fastened to create a box-shaped cross-section. The experimental results were then compared with the corresponding bare steel solutions to assess, in detail, the observed enhancements. Additionally, the effect of restraint on thermal elongation was assessed.
引用
收藏
页数:14
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