| Title |
Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2 |
| Authors |
CARBONELL MÁRQUEZ, JUAN FRANCISCO, Gil-Martin, Luisa M. , Alejandro Fernandez-Ruiz, M. , Hernandez-Montes, Enrique |
| External publication |
No |
| Means |
ENGINEERING STRUCTURES |
| Scope |
Article |
| Nature |
Científica |
| JCR Quartile |
1 |
| SJR Quartile |
1 |
| JCR Impact |
1.838 |
| SJR Impact |
1.701 |
| Web |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84904290342&doi=10.1016%2fj.engstruct.2014.06.041&partnerID=40&md5=7a4c321fea5cf70f4fcbef1796ef9019 |
| Publication date |
01/10/2014 |
| ISI |
000342532700006 |
| Scopus Id |
2-s2.0-84904290342 |
| DOI |
10.1016/j.engstruct.2014.06.041 |
| Abstract |
The asymmetric arrangement of reinforcement in concrete pile members employed as retaining earth systems has recently been introduced. The study of the behavior of those members under service loads requires the study of tension stiffening in circular cross sections under flexure. In order to apply tension stiffening, an effective area of concrete in tension is to be defined. General expressions to evaluate the effective area of concrete in tension are given and tested in full scale experiments of members with circular cross sections symmetrically and asymmetrically reinforced. (C) 2014 Elsevier Ltd. All rights reserved. |
| Keywords |
Reinforced concrete; Tension stiffening; Effective area; Asymmetric reinforcement; Serviceability; Circular cross section; Deflection; Bending moment-curvature |
| Universidad Loyola members |
|
Manage cookies