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Brandtekniska egenskaper för samverkansbalk.

Liljenberg, Cezanne (2008)
Division of Structural Engingeering
Abstract
Composite steel and concrete structures can resist a fire, mostly because of the thermal properties of the concrete. This report examines a composite beam, HPC-beam, when the beam is exposed to standardized fire. The beam is designed after Eurocode and the Swedish national document. The material parameters are taken from the same sources. These material parameters are used as input data for application strength calculations and temperature fields. The capacity is then determined after 30, 60, 90 and 120 minutes of fire with results in form of relative load bearing capacity. The relative capacity is then compared with the degree of utilization from the load in the fire situation.
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author
Liljenberg, Cezanne
supervisor
organization
year
type
H3 - Professional qualifications (4 Years - )
subject
report number
TVBK-5154
ISSN
0349-4969
language
Swedish
id
3172398
date added to LUP
2012-12-04 15:19:40
date last changed
2014-06-05 13:17:01
@misc{3172398,
  abstract     = {Composite steel and concrete structures can resist a fire, mostly because of the thermal properties of the concrete. This report examines a composite beam, HPC-beam, when the beam is exposed to standardized fire. The beam is designed after Eurocode and the Swedish national document. The material parameters are taken from the same sources. These material parameters are used as input data for application strength calculations and temperature fields. The capacity is then determined after 30, 60, 90 and 120 minutes of fire with results in form of relative load bearing capacity. The relative capacity is then compared with the degree of utilization from the load in the fire situation.},
  author       = {Liljenberg, Cezanne},
  issn         = {0349-4969},
  language     = {swe},
  note         = {Student Paper},
  title        = {Brandtekniska egenskaper för samverkansbalk.},
  year         = {2008},
}