Objectif Three point bending tests will be used in this research project in order to establish methods of determining the maximum bearing capacity and rotation capacity of hollow section beams, with and without axial loading as a function of loading, dimensions and strength of the material. Investigation has shown that the b/t ratios specified in various codes are based solely on the yield strength. This research will determine whether the conservative conditions adopted for I sections have also to be applied in the case of hollow section beams. Programme(s) ECSC-STEELRES 8C - Medium-term guidelines (ECSC) for the programmes of technical steel research and of steel pilot/demonstration projects, 1991-1995 Thème(s) F6 - Steel structures Appel à propositions Data not available Régime de financement CSC - Cost-sharing contracts Coordinateur STUDIENGESELLSCHAFT STAHLANWENDUNG Contribution de l’UE Aucune donnée Adresse Sohnstrasse 65 40237 DÜSSELDORF Allemagne Voir sur la carte Coût total Aucune donnée
