High quality concrete beams bending under the long and short term loads

Abstract

The paper deals with the analysis of different compounds for the production of high-quality concrete and an experimental research of the selected high quality concrete beams. The beams have been bent by both the short term and long term transverse loads. By a detailed analysis of experimentally determined stress-strain quantities and by their comparison with the results of computation according to BAB-87, a good agreement of the results could be established.

Keywords

• high quality concrete
• beams
• bending
• flowing