Abstract: In this study, the flexural behavior of noncompact and slender concrete-filled U-section (CFU) beams was investigated focusing on local buckling of U-section walls and shear transfer across the beam-to-slab interface. Seven ...

Abstract: This study investigated the compressive behavior of concrete-encased high-strength steel angle columns (Fy=718  MPa). Axial compressive tests were performed on six composite columns with different angle sections and ...