Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures

Author(s): Carol Hayek and Thomas H.-K. Kang

Publication: Structural Journal

Volume: 114

Issue: 4

Appears on pages(s): 795-802

Keywords: bonded; elongation; measurement; post-tensioned building structures; short tendons; tolerance; unbonded

DOI: 10.14359/51689619

Date: 7/1/2017

Abstract:
Elongations have been used to assess the forces inside post tensioned tendons immediately after the post-tensioning operation. However, the measured elongations are characterized by a high degree of uncertainty and variability due to site tolerances, and that the calculated elongations are based on the ideal equations using theoretical parameters. Building codes acknowledge such variability as a limitation and include tolerances for the elongation deviations between the calculated and measured values. Even so, the specified tolerances are quite stringent and unrealistic for relatively short tendons. In this study, to resolve this issue, a statistical analysis is carried out using a large database of tendon elongations measured from actual projects of bonded post tensioned building structures. Based on the analysis of the data collected, a practical and rational tolerance between measured and calculated elongations is proposed.

Related References:

Aalami, B., 1994, “Unbonded and Bonded Post-Tensioning Systems in Building Construction: A Design and Performance Review,” PTI Technical Notes No. 5, Post-Tensioning Institute, Farmington Hills, MI, Sept., 10 pp.

ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.

ASTM A416/A416M-12a, 2012, “Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete,” ASTM International, West Conshohocken, PA, 5 pp.

Bondy, K., 2012, “Short Tendon Elongations,” PTI Technical Notes No. 16, Post-Tensioning Institute, Farmington Hills, MI, Feb., 4 pp.

BS 5896:2012, 2012, “High Tensile Steel Wire and Strand for the Prestressing of Concrete. Specification,” British Standards Institution, London, UK, 30 pp.

BS EN 13670:2009, 2009, “Execution of Concrete Structures,” British Standards Institution, London, UK, 66 pp.

Dolan, C. W., and Krohn, J. J., 2007, “A Case for Increasing the Allowable Compressive Release Stress for Prestressed Concrete,” PCI Journal, V. 52, No. 1, Jan.-Feb., pp. 102-105.

Hale, W. M., and Russell, B. W., 2006, “Effect of Allowable Compressive Stress at Release on Prestress Losses and on the Performance of Precast, Prestressed Concrete Bridge Girders,” PCI Journal, V. 51, No. 2, Mar.-Apr., pp. 14-25.

Joint ACI-ASCE Committee 423, 2016, “Guide to Estimating Prestress Losses (ACI 423.10R-16),” American Concrete Institute, Farmington Hills, MI, 64 pp.

PCI Committee on Prestress Losses, 1975, “Recommendations for Estimating Prestress Losses,” PCI Journal, V. 20, No. 4, July-Aug., pp. 43-75.

PTI Committee M10, 2000, “Field Procedures Manual for Unbonded Single Strand Tendons (PTI M10.3),” Post-Tensioning Institute, Farmington Hills, MI, 72 pp.

Yang, K.-H., and Kang, T. H.-K., 2011, “Equivalent Strain Distribution Factor for Unbonded Tendon Stress at Ultimate,” ACI Structural Journal, V. 108, No. 2, Mar.-Apr., pp. 217-226.

Zia, P.; Preston, H. K.; Scott, N. L.; and Workman, E. B., 1979, “Estimating Prestress Losses,” Concrete International, V. 1, No. 6, June, pp. 32-38.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Edit Module Settings to define Page Content Reviewer