Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties
The governing laws adopted by two high qualified scientific organizations (D.T.U. and Eurocode) for the variation of steel mechanical properties at high temperatures are presented. There are no significant differences between them, but generally, the items advanced by Eurocode 3, part 1.2, are dopte...
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Format: | Article |
Language: | English |
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Sciendo
2006-01-01
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Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
Subjects: | |
Online Access: | http://www.ce.tuiasi.ro/~bipcons/Archive/54.pdf |
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author | D. Gorbănescu Ana-Diana Ancaş |
author_facet | D. Gorbănescu Ana-Diana Ancaş |
author_sort | D. Gorbănescu |
collection | DOAJ |
description | The governing laws adopted by two high qualified scientific organizations (D.T.U. and Eurocode) for the variation of steel mechanical properties at high temperatures are presented. There are no significant differences between them, but generally, the items advanced by Eurocode 3, part 1.2, are dopted in the most works that approach the thermical-mechanical analysis of steel structures. |
first_indexed | 2024-04-13T14:28:30Z |
format | Article |
id | doaj.art-5d5d699c1e3548408de4f747bd7356b8 |
institution | Directory Open Access Journal |
issn | 1224-3884 |
language | English |
last_indexed | 2024-04-13T14:28:30Z |
publishDate | 2006-01-01 |
publisher | Sciendo |
record_format | Article |
series | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
spelling | doaj.art-5d5d699c1e3548408de4f747bd7356b82022-12-22T02:43:15ZengSciendoBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section1224-38842006-01-01LII (LVI)1-24954Theoretical Models in the Study of Temperature Effect on Steel Mechanical PropertiesD. GorbănescuAna-Diana AncaşThe governing laws adopted by two high qualified scientific organizations (D.T.U. and Eurocode) for the variation of steel mechanical properties at high temperatures are presented. There are no significant differences between them, but generally, the items advanced by Eurocode 3, part 1.2, are dopted in the most works that approach the thermical-mechanical analysis of steel structures.http://www.ce.tuiasi.ro/~bipcons/Archive/54.pdf- |
spellingShingle | D. Gorbănescu Ana-Diana Ancaş Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section - |
title | Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties |
title_full | Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties |
title_fullStr | Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties |
title_full_unstemmed | Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties |
title_short | Theoretical Models in the Study of Temperature Effect on Steel Mechanical Properties |
title_sort | theoretical models in the study of temperature effect on steel mechanical properties |
topic | - |
url | http://www.ce.tuiasi.ro/~bipcons/Archive/54.pdf |
work_keys_str_mv | AT dgorbanescu theoreticalmodelsinthestudyoftemperatureeffectonsteelmechanicalproperties AT anadianaancas theoreticalmodelsinthestudyoftemperatureeffectonsteelmechanicalproperties |