Details
| Original language | English |
|---|---|
| Pages (from-to) | 173-184 |
| Number of pages | 12 |
| Journal | Fire safety journal |
| Volume | 10 |
| Issue number | 3 |
| Publication status | Published - May 1986 |
| Externally published | Yes |
Abstract
By means of series of tests carried out on simply supported beams of standard rolled sections subjected to bending, fully analytically formulated calculation values were derived for the temperature-dependent stress-strain relationships of structural steel under fire action from normal temperature to 1000 °C. Systematic series of investigations carried out on frame assemblies made up from rolled sections with high scale accuracy revealed the characteristic parameters influencing the critical temperatures. The analyses showed good-to-excellent agreement both for the temperature-displacement curves and for the critical temperatures, so that the integrity of the stress-strain relationships could also be verified for combined bending and compressive stress states and for stability-endangered assemblies. The knowledge gained by the of experiment and computation furnished - in generalized terms - a basic concept for the simple and uniform assessment of the resistance to fire action of single elements and whole assemblies of structural steel subject mainly to bending stresses or endangered in stability. This allows the collapse temperatures of uniformly heated systems to be determined as a function of load utilization factor and system slenderness. These major parameters - load utilization factor and system slenderness ratio - are normal temperature design characteristics and can be determined using conventional methods.
ASJC Scopus subject areas
- Chemistry(all)
- General Chemistry
- Materials Science(all)
- General Materials Science
- Engineering(all)
- Safety, Risk, Reliability and Quality
- Physics and Astronomy(all)
- General Physics and Astronomy
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In: Fire safety journal, Vol. 10, No. 3, 05.1986, p. 173-184.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Structural steel and plane frame assemblies under fire action
AU - Rubert, Achim
AU - Schaumann, Peter
N1 - Funding Information: This researchw ork was funded by the FederalM inistryfor Researcha nd Technology of the FederaRl epublico f WestG ermany and commissionebdy Studiengesellschaft f'tir Anwendungstechnyoikn E isenu ndStahl e.V., Diisseldorf.
PY - 1986/5
Y1 - 1986/5
N2 - By means of series of tests carried out on simply supported beams of standard rolled sections subjected to bending, fully analytically formulated calculation values were derived for the temperature-dependent stress-strain relationships of structural steel under fire action from normal temperature to 1000 °C. Systematic series of investigations carried out on frame assemblies made up from rolled sections with high scale accuracy revealed the characteristic parameters influencing the critical temperatures. The analyses showed good-to-excellent agreement both for the temperature-displacement curves and for the critical temperatures, so that the integrity of the stress-strain relationships could also be verified for combined bending and compressive stress states and for stability-endangered assemblies. The knowledge gained by the of experiment and computation furnished - in generalized terms - a basic concept for the simple and uniform assessment of the resistance to fire action of single elements and whole assemblies of structural steel subject mainly to bending stresses or endangered in stability. This allows the collapse temperatures of uniformly heated systems to be determined as a function of load utilization factor and system slenderness. These major parameters - load utilization factor and system slenderness ratio - are normal temperature design characteristics and can be determined using conventional methods.
AB - By means of series of tests carried out on simply supported beams of standard rolled sections subjected to bending, fully analytically formulated calculation values were derived for the temperature-dependent stress-strain relationships of structural steel under fire action from normal temperature to 1000 °C. Systematic series of investigations carried out on frame assemblies made up from rolled sections with high scale accuracy revealed the characteristic parameters influencing the critical temperatures. The analyses showed good-to-excellent agreement both for the temperature-displacement curves and for the critical temperatures, so that the integrity of the stress-strain relationships could also be verified for combined bending and compressive stress states and for stability-endangered assemblies. The knowledge gained by the of experiment and computation furnished - in generalized terms - a basic concept for the simple and uniform assessment of the resistance to fire action of single elements and whole assemblies of structural steel subject mainly to bending stresses or endangered in stability. This allows the collapse temperatures of uniformly heated systems to be determined as a function of load utilization factor and system slenderness. These major parameters - load utilization factor and system slenderness ratio - are normal temperature design characteristics and can be determined using conventional methods.
UR - http://www.scopus.com/inward/record.url?scp=0022722397&partnerID=8YFLogxK
U2 - 10.1016/0379-7112(86)90014-7
DO - 10.1016/0379-7112(86)90014-7
M3 - Article
AN - SCOPUS:0022722397
VL - 10
SP - 173
EP - 184
JO - Fire safety journal
JF - Fire safety journal
SN - 0379-7112
IS - 3
ER -