Andreea Muntean and Cornelia MÄgureanu
Longterm Flexural Behavior of HSC Beams
217 - 221
2012
6
3
International Journal of Civil and Environmental Engineering
https://publications.waset.org/pdf/2777
https://publications.waset.org/vol/63
World Academy of Science, Engineering and Technology
This article presents the analysis of experimental values regarding cracking pattern, specific strains and deformability for reinforced high strength concrete beams. The beams have the concrete class C8095 and a longitudinal reinforcement ratio of 2.01, respectively 3.39. The elements were subjected to flexure under static shortterm and longterm loading. The experimental values are compared with calculation values using the design relationships according to Eurocode 2.
Open Science Index 63, 2012