Estudio experimental del comportamiento de pilares de acero inoxidable austenítico con sección rectangular

This Master Thesis consists of the development of an experimental program related to the flexural buckling behaviour of austenitic stainless steel columns. The tests are performed with rotational constraints in both minor and major axes. Current design codes will be evaluated with the results obtained. The tests are framed within a vaster study related to the structural behaviour of austenitic stainless steel elements at the frames, columns, beams and material levels