Analysis of locally loaded steel plate girders

Autor:	Duško Lučić, Srđa Aleksić, Milivoje Rogač
Rok vydání:	2013
Předmět:	Engineering Ultimate load business.industry Plane (geometry) Metals and Alloys Building and Construction Structural engineering Flange Experimental research Buckling Mechanics of Materials Girder Carrying capacity business Load resistance Civil and Structural Engineering
Zdroj:	Journal of Constructional Steel Research. 89:153-164
ISSN:	0143-974X
DOI:	10.1016/j.jcsr.2013.07.005
Popis:	The paper deals with the problem of ultimate load capacity of thin-walled steel I-girders under the patch load which acts in the web plane of the girder. It considers the patch load type “a” according to EN1993-1-5. The analysed problem is very complex with the girder carrying capacity loss due to buckling of the web under the loaded flange. An experimental research of twelve plate steel girders subjected to patch loading is presented. The mathematical model for calculating ultimate load capacity of thin-walled steel I-girder under the patch load is proposed. Experimentally obtained ultimate loads and ultimate loads calculated by EN1993-1-5 are compared with those calculated by the proposed model. Experimental database consists of 52 tests from the experimental researches which were done at the Civil Engineering Faculty, University of Montenegro.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::ddef4ce76e528fee480db41d11bc429e https://doi.org/10.1016/j.jcsr.2013.07.005 Zobrazit plný text záznamu Full Text from ScienceDirect