Title Optimal Reinforcement for Post Stressed Concrete Cross Sections
Authors Garcia-Villena, F. A., CARBONELL MÁRQUEZ, JUAN FRANCISCO, CARBONELL MÁRQUEZ, JUAN FRANCISCO
External publication No
Means Inf. Constr.
Scope Article
Nature Científica
JCR Quartile 4
SJR Quartile 1
JCR Impact 0.27300
SJR Impact 0.35300
Area International
Publication date 01/12/2014
ISI 000350224100015
Scopus Id 2-s2.0-84933497472
DOI 10.3989/ic.13.099
Abstract The amount of passive reinforcement to be provided in the ultimate limit state is computed by means of RSD (Reinforcement Sizing Diagrams) taking into account the presence of active reinforcement, for a particular range of pairs active steel area - active steel eccentricity (A(p) - d(p)) that meet the requirements imposed by the serviceability limit state. The solution that provides the minimum total cost of both active and passive steel is selected.
Keywords Post Stressed Concrete; beams; optimal reinforcement; Reinforcement Sizing Diagrams
Universidad Loyola members