Analytical study of the effects of tendon layout on the performance of post-tensioned two-way slab systems

A. J. Schokker, S. C. Lee, A. Scanlon

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Scopus citations

Abstract

This paper presents the results of an analytical study based on finite element analysis to evaluate the effects of different arrangements of tendons on the performance of post-tensioned cast-in-place concrete two-way slab systems. Various arrangements from uniform cable layouts to closely banded arrangements adjacent to column centerlines are considered. The slab is modeled using plate-bending elements in the software package SAP 2000. Equivalent loads based on cable profiles are applied to the slab according to the tendon layout. Moment fields and deflected shapes are compared for the various tendon patterns. Gravity loads are applied in the usual way and superimposed on the results from the equivalent tendon loads to determine net moments and deflections at service load levels. In addition to a study of tendon layouts, the finite-element model is compared with experimental results.

Original languageEnglish (US)
Title of host publicationCSCE 30th Annual Conference Proceedings
Subtitle of host publication2002 Challenges Ahead - 4th Structural Specialty Conference, 4th Transportation Specialty Conference and 2nd material Specialty Conference
Pages2083-2091
Number of pages9
StatePublished - Dec 1 2002
EventCanadian Society for Civil Engineering - 30th Annual Conference: 2002 Chellenges Ahead - Montreal, QB, Canada
Duration: Jun 5 2002Jun 8 2002

Publication series

NameProceedings, Annual Conference - Canadian Society for Civil Engineering
Volume2002

Other

OtherCanadian Society for Civil Engineering - 30th Annual Conference: 2002 Chellenges Ahead
Country/TerritoryCanada
CityMontreal, QB
Period6/5/026/8/02

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