TY  - CONF
A1  - Neugum, Tim
T1  - Fire tests on HPC columns with and without restraint
N2  - Usually, the fire resistance of load-bearing structural elements is determined based on testing of separate members. In this test method, a mechanical load is applied to the member in a force-controlled manner and is held constant throughout the fire test. After applying the mechanical load, the thermal exposure begins according to the ISO 834 fire curve. In this conventional test method, no interaction between the member and the entire building structure is considered. In buildings, the surrounding structure can restrain the thermal expansion of a member in case of fire. This may have both positive and negative effects on the fire resistance of this structural element.
T2  - CrossFire – Advanced Structural Fire Engineering at intersections among disciplines
CY  - Como, Italy
DA  - 26.05.2025
KW  - Substructure method
KW  - Structural interaction
KW  - Fire resistance
KW  - Column
KW  - Concrete
PY  - 2025
AN  - OPUS4-63351
LA  - eng
AD  - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany
ER  -