Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Local Buckling of RHS Members at Elevated Temperatures
The aim of this study is to find a simple calculation method for calculating the fire resistance of certain structures that may fail by local buckling. A series of fire tests was carried out for cold-formed rectangular hollow sections (RHS 200 x 200 x 5 and RHS 150 x 100 x 3) of structural steel S355. Both concentric and eccentric compression tests were performed. The fire tests were transient-state tests (heating rate 10 deg C per minute under constant load) on unprotected specimens.
Local Buckling of RHS Members at Elevated Temperatures
The aim of this study is to find a simple calculation method for calculating the fire resistance of certain structures that may fail by local buckling. A series of fire tests was carried out for cold-formed rectangular hollow sections (RHS 200 x 200 x 5 and RHS 150 x 100 x 3) of structural steel S355. Both concentric and eccentric compression tests were performed. The fire tests were transient-state tests (heating rate 10 deg C per minute under constant load) on unprotected specimens.
Local Buckling of RHS Members at Elevated Temperatures
T. Ala-Outinen (Autor:in) / J. Myllymaeki (Autor:in)
1995
81 pages
Report
Keine Angabe
Englisch
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