Author/Authors
haksever, ataman namık kemal university - department of civil engineering, TURKEY
Title Of Article
A CONSTITUTIVE MATERIAL MODEL FOR RESTRAINED REINFORCED CONCRETE COLUMNS IN CASE OF FIRE PART I
شماره ركورد
43992
Abstract
In the eighties increased basic research was carried out in SFB (Sonder Forschungs Bereich: a special fire research activity for structural elements in Braunschweig Technical University, 1971-1986) in order to clarify the discrepancies between calculation and measurement of restrained compression elements in case of fire. The work was particularly focused on the description of a universal material model for the concrete under elevated temperatures that could be applied successfully to estimate the relaxation response of restrained compression columns in fire. In the lit-erature, various material models for structural concrete can be found. In many cases, however, the verification of such models lacks for the case of fire, especially when a mechanical restraining or caused by the entire structural interac-tion of the carrying system is present.
From Page
43
NaturalLanguageKeyword
Fire action , Structural fire safety , material model for the concrete , restrained compression elements
JournalTitle
Trakya university journal of engineering sciences
To Page
53
JournalTitle
Trakya university journal of engineering sciences
Link To Document