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Optimal Reinforcement for Post Stressed Concrete Cross Sections

Authors

Garcia-Villena, F. A. , CARBONELL MÁRQUEZ, JUAN FRANCISCO

External publication

No

Means

Inf. Constr.

Scope

Article

Nature

Científica

JCR Quartile

✗

SJR Quartile

✓

JCR Impact

0.273

SJR Impact

0.353

Web

https://www.scopus.com/inward/record.uri?eid=2-s2.0-84933497472&doi=10.3989%2fic.13.099&partnerID=40&md5=63735f28c681726553127e49c8ca46de

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