Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel

doi:10.1201/9780203882818-38

Chapter

Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel

ABSTRACT

To seek a feasible design and to verify the higher elasticity of frames made from SHSS, five cruciform H-beam-to-circular-column connection specimens were tested and then analyzed by an FEM analysis.