BUCKLING SAFETY OF REINFORCING BARS WITHOUT STIRRUPS SUBJECTED TO COMPRESSIVE STRESS

KNICKSICHERUNG VON DRUCKBEANSPRUCHTEN BEWEHRUNGSSTAEBEN OHNE VERBUEGELUNG

A LITERATURE SEARCH AND A THEORETICAL CONSIDERATION OF THE LOGICAL SEQUENCE OF TESTS IS TO BE UNDERTAKEN. CONDITIONS UNDER WHICH THE WEARING STRENGTH OF THE CONCRETE COVER IS CONSIDERED TO BE SUFFICIENT (EG FOR HIGH-STRENGTH CONCRETE) TO PREVENT THE BUCKLING OF COMPRESSION-STRESSED REINFORCING BARS ARE TO BE EXAMINED.