Temperaturabhaengige Werkstoffeigenschaften von Baustahl bei Brandbeanspruchung

authored by

Achim Rubert, Peter Schaumann

Abstract

On the basis of large-scale tests new temperature-dependent material characteristics of structural steel have been developed up to 1000 degree C for computer simulation under fire load. Their application within an incrementally formulated finite element method has shown good agreement with the test results with regard to the load-bearing and deformation behavior in the entire temperature range examined.

External Organisation(s)

Fried. Krupp AG
Alfried Krupp von Bohlen und Halbach-Stiftung

Type

Contribution in non-scientific journal

Journal

STAHLBAU

Volume

54

Pages

81-86

No. of pages

6

ISSN

0038-9145

Publication date

03.1985

Publication status

Published

ASJC Scopus subject areas

Civil and Structural Engineering, Building and Construction, Mechanics of Materials, Mechanical Engineering, Metals and Alloys