Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams

The prestressing forces in prestressed tendons undergo a process of reduction over a period of time. A common assumption is that prestress loss is constantly distributed throughout the span of a simply supported pretensioned concrete beam. The purpose of this work is to investigate the accuracy of...

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Main Author: J. Kent Hsiao
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2016-01-01
Series:Electronic Journal of Structural Engineering
Online Access:https://ejsei.com/EJSE/article/view/207
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author J. Kent Hsiao
author_facet J. Kent Hsiao
author_sort J. Kent Hsiao
collection DOAJ
description The prestressing forces in prestressed tendons undergo a process of reduction over a period of time. A common assumption is that prestress loss is constantly distributed throughout the span of a simply supported pretensioned concrete beam. The purpose of this work is to investigate the accuracy of this assumption. The types of prestressed concrete beams investigated in this work include the following three typical types of tendon profile: (I) straight strands, (II) single-point depressed, and (III) two-point depressed. The major findings derived from this work are: (1) The total prestress loss is not constantly distributed throughout the span of a simply supported pretensioned concrete beam with any of the three types of tendon profiles, (2) The variation of prestress loss along the span of a pretensioned beam caused by elastic shortening of concrete or creep of concrete is much more significant than that caused by shrinkage of concrete or relaxation of tendons, and (3) The type of tendon profile in a simply supported pretensioned concrete beam has significant effects on the pattern of prestress loss distribution along the beam.
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spelling doaj.art-2ff65dd024304bd8b6a24d6f0795b3c52023-08-29T10:26:12ZengElectronic Journals for Science and Engineering - InternationalElectronic Journal of Structural Engineering1443-92552016-01-011610.56748/ejse.16207Prestress Loss Distributions along Simply Supported Pretensioned Concrete BeamsJ. Kent Hsiao0Southern Illinois University Carbondale The prestressing forces in prestressed tendons undergo a process of reduction over a period of time. A common assumption is that prestress loss is constantly distributed throughout the span of a simply supported pretensioned concrete beam. The purpose of this work is to investigate the accuracy of this assumption. The types of prestressed concrete beams investigated in this work include the following three typical types of tendon profile: (I) straight strands, (II) single-point depressed, and (III) two-point depressed. The major findings derived from this work are: (1) The total prestress loss is not constantly distributed throughout the span of a simply supported pretensioned concrete beam with any of the three types of tendon profiles, (2) The variation of prestress loss along the span of a pretensioned beam caused by elastic shortening of concrete or creep of concrete is much more significant than that caused by shrinkage of concrete or relaxation of tendons, and (3) The type of tendon profile in a simply supported pretensioned concrete beam has significant effects on the pattern of prestress loss distribution along the beam. https://ejsei.com/EJSE/article/view/207
spellingShingle J. Kent Hsiao
Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
Electronic Journal of Structural Engineering
title Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
title_full Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
title_fullStr Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
title_full_unstemmed Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
title_short Prestress Loss Distributions along Simply Supported Pretensioned Concrete Beams
title_sort prestress loss distributions along simply supported pretensioned concrete beams
url https://ejsei.com/EJSE/article/view/207
work_keys_str_mv AT jkenthsiao prestresslossdistributionsalongsimplysupportedpretensionedconcretebeams