A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / J. Myllymaeki (author)
1995
81 pages
Report
No indication
English
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