Structural Flexural Bending Assessment of Prestressed Concrete Joist with Corrosion

Jose Vercher; Enrique Gil; Ángeles Mas; Carlos Lerma

doi:10.4028/www.scientific.net/AMR.671-674.790

Paper Titles

Soft Rock Roadway Mesh Shell Lining Experimental Study of the Mechanical Properties
p.774

Strengthening and Retrofitting of the Industries Building After Fires
p.778

Strengthening Research in the Longitudinal Frames of Prefabricated Structures with Viscous Dampers
p.782

Stress Analysis of Steel Pipelines Strengthened by CFRP Sheet
p.786

Structural Flexural Bending Assessment of Prestressed Concrete Joist with Corrosion
p.790

Study on Deflection of Reinforced Concrete Beam Strengthening with CFRP Cloth
p.794

Study the Impact of Differential Settlement on Frame Structure through Back-Analysis Method
p.799

The Case Analysis of Adding-Storey and Strengthening Design of Certain Single-Span Steel Structure of High-Rise Building
p.804

The Finite Element Analysis of Overall Stability of High-Frequency Welded H-Section Steel Beam
p.810

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Structural Flexural Bending Assessment of...

Structural Flexural Bending Assessment of Prestressed Concrete Joist with Corrosion

Abstract:

The number of situations where it is necessary to intervene in existing structures is increasing. In Spain, rehabilitation and maintenance of buildings accounts for 30% of the activity of the construction sector and it is growing. This paper evaluates the residual safety of T prestressed joists with severe corrosion at the lower reinforcement. The reliability is assessed with the application of the ACI-318 load test. It is demonstrated that there is sufficient safety in cases of corroded prestressed joists. At any rate, it’s recommended to make a light repair under the damaged joists.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

790-793

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.790

Citation:

Cite this paper

Online since:

March 2013

Authors:

Jose Vercher, Enrique Gil, Ángeles Mas, Carlos Lerma

Keywords:

Corroded R/C Joist, Load Test, Prestressed Joist, Reliability, Simulation until Collapse

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Concrete Spanish Group (GEHO): Survey pathology of concrete structures, edited by GEHO Bulletin Vol 10, Madrid (1992).

Google Scholar

[2] A.F. Barbosa and G.O. Ribeiro: Analysis of reinforced concrete structures using Ansys nonlinear concrete model. Computational Mechanics Vol. 1 n. 8 (1998), pp.1-7.

Google Scholar

[3] P. Fanning: Nonlinear models of reinforced and post-tensioned concrete beams. Electronic Journal of Structural Engineering Vol. 2 (2001), pp.111-119.

DOI: 10.56748/ejse.1182

Google Scholar

[4] D. Coronelli and P. Gambarova: Structural assessment of corroded reinforced concrete beams: modeling guidelines. Journal of Structural Engineering Vol. 130 n. 8 (2004), pp.1214-1224.

DOI: 10.1061/(asce)0733-9445(2004)130:8(1214)

Google Scholar

[5] J. Vercher: Safety residual forged in severe corrosion. PhD. Department of Architectural Constructions. Polytechnic University of Valencia (2013).

Google Scholar

[6] T. Tavio and A. Tata: Predicting nonlinear behavior and stress-strain relationship of rectangular confined reinforced concrete columns with Ansys. Civil Engineering Dimension Vol. 11 (2009).

Google Scholar

[7] American Concrete Institute (ACI): Building Code Requeriments for Structural Concrete (ACI 318-08) and Commentary. Strength Evaluation of Existing Structures. Michigan, USA (2008).

DOI: 10.1201/9781420007657.ch36

Google Scholar

[8] Prevalesa SL: Technical specifications - as EHE-08 - the slab of prestressed beams DITECO T12 model. Valencia, Spain (2008).

Google Scholar

[9] Ministry of Housing: Technical Building Code (CTE), edited by Gazette, Madrid (2006).

Google Scholar