ELASTIC CRITICAL BUCKLING STRESS OF THE WEB GIRDER SUBJECTED TO TRANSVERSE FORCE

Abstract eng:
Beam subjected to a single concentrated load or transverse uniformly distributed partial load (relative loading length 0 ≤ c / a ≤1 ). Buckling coefficients kσ , b (Tab.2) for a long rectangular plate (4 ≤α ≤ 40) stiffened at longitudinal edges by flanges with different relative normal flange rigidity (0 ≤ δ ≤ 3) and subjected to a symmetric transverse load only at one longitudinal edge. Comparison of the buckling coefficients kσ computed by various authors for plate without flanges (Tab.1). Conclusions made from a parametrical study, part of which is presented in the paper. Program PLII (2001) was used in the parametrical study.

• Export as: BibTeX | MARC | MARCXML | DC | EndNote | NLM | RefWorks
• Add to your basket