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==Abstract==
  
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This paper presents findings from an experimental study on the effects of different
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environmental factors on post-tensioned prestressed concrete beams. The study included four different
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environments: outdoor shielded, drying-wetting cycles with tap water, drying-wetting cycles with NaCl
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solution, and drying-wetting cycles with NaCl solution and energized longitudinal rebars. A vibratingstring anchor cable dynamometer was used to measure the stress variation in prestressing strands. The
 +
results indicate that ambient temperature affects the trend of stresses in the prestressing strands. The
 +
increasing humidity caused by drying-wetting cycles and increasing salinity caused by NaCl solution
 +
led to the expansion of the concrete and increased stresses in the prestressing strands. Additionally, the
 +
corrosion of longitudinal rebars caused by the impressed-current accelerated corrosion method results
 +
in concrete damage and cracking, and continuously decreases the stresses in the prestressing strands.
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The study is ongoing, and further observations and reports will be made to evaluate the effects of
 +
different environmental factors on stresses in prestressing strands of post-tensioned beams.
 +
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== Full Paper ==
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<pdf>Media:Draft_Sanchez Pinedo_74397115556.pdf</pdf>

Latest revision as of 10:48, 3 October 2023

Abstract

This paper presents findings from an experimental study on the effects of different environmental factors on post-tensioned prestressed concrete beams. The study included four different environments: outdoor shielded, drying-wetting cycles with tap water, drying-wetting cycles with NaCl solution, and drying-wetting cycles with NaCl solution and energized longitudinal rebars. A vibratingstring anchor cable dynamometer was used to measure the stress variation in prestressing strands. The results indicate that ambient temperature affects the trend of stresses in the prestressing strands. The increasing humidity caused by drying-wetting cycles and increasing salinity caused by NaCl solution led to the expansion of the concrete and increased stresses in the prestressing strands. Additionally, the corrosion of longitudinal rebars caused by the impressed-current accelerated corrosion method results in concrete damage and cracking, and continuously decreases the stresses in the prestressing strands. The study is ongoing, and further observations and reports will be made to evaluate the effects of different environmental factors on stresses in prestressing strands of post-tensioned beams.

Full Paper

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Document information

Published on 03/10/23
Submitted on 03/10/23

DOI: 10.23967/c.dbmc.2023.056
Licence: CC BY-NC-SA license

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