Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing

Abstract The restrained thermal expansion of a pretensioned strand causes thermal prestress loss during steam curing until sufficient bond strength develops. The amount of thermal prestress loss is directly related to the characteristics of the interfacial bond stress–slip relationship at different...

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Main Authors: Chadon Lee, Sangmin Shin, Songhee Lee, Jeongha Oh
Format: Article
Language:English
Published: SpringerOpen 2017-09-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1007/s40069-017-0210-y
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spelling doaj-2e77576c40a1427ca945273c91cc1a9a2020-11-24T21:44:28ZengSpringerOpenInternational Journal of Concrete Structures and Materials1976-04852234-13152017-09-0111347748710.1007/s40069-017-0210-yModeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam CuringChadon Lee0Sangmin Shin1Songhee Lee2Jeongha Oh3School of Architecture and Building Science, Chung-Ang Univ.Architectural Engineering, Graduate School, Chung-Ang Univ.Architectural Engineering, Graduate School, Chung-Ang Univ.Architectural Engineering, Graduate School, Chung-Ang Univ.Abstract The restrained thermal expansion of a pretensioned strand causes thermal prestress loss during steam curing until sufficient bond strength develops. The amount of thermal prestress loss is directly related to the characteristics of the interfacial bond stress–slip relationship at different maturity phases of concrete. For a rational assessment, the bond stress–slip relationship needs to be investigated experimentally at different maturity phases. In this study, a total of 12 pull-out tests were performed using seven-wire strand of 12.7 mm diameter, at different concrete equivalent ages of 7.8, 23.5, 53.8 and 85.2 h. Based on the test results, an empirical model of the bond stress–slip relationship was developed. The model comprised four segments: a curvilinear ascending region, a constant maximum region, a linearly descending region, and a region of constant frictional bond stress. The characteristic values in the model were expressed as functions of equivalent age. The model was able to predict the test results with reasonable accuracy.http://link.springer.com/article/10.1007/s40069-017-0210-yprestressed concretepredictionsteam curingpull-out testbondslip
collection DOAJ
language English
format Article
sources DOAJ
author Chadon Lee
Sangmin Shin
Songhee Lee
Jeongha Oh
spellingShingle Chadon Lee
Sangmin Shin
Songhee Lee
Jeongha Oh
Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
International Journal of Concrete Structures and Materials
prestressed concrete
prediction
steam curing
pull-out test
bondslip
author_facet Chadon Lee
Sangmin Shin
Songhee Lee
Jeongha Oh
author_sort Chadon Lee
title Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
title_short Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
title_full Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
title_fullStr Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
title_full_unstemmed Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing
title_sort modeling of bond stress–slip relationships of a strand in concrete during steam curing
publisher SpringerOpen
series International Journal of Concrete Structures and Materials
issn 1976-0485
2234-1315
publishDate 2017-09-01
description Abstract The restrained thermal expansion of a pretensioned strand causes thermal prestress loss during steam curing until sufficient bond strength develops. The amount of thermal prestress loss is directly related to the characteristics of the interfacial bond stress–slip relationship at different maturity phases of concrete. For a rational assessment, the bond stress–slip relationship needs to be investigated experimentally at different maturity phases. In this study, a total of 12 pull-out tests were performed using seven-wire strand of 12.7 mm diameter, at different concrete equivalent ages of 7.8, 23.5, 53.8 and 85.2 h. Based on the test results, an empirical model of the bond stress–slip relationship was developed. The model comprised four segments: a curvilinear ascending region, a constant maximum region, a linearly descending region, and a region of constant frictional bond stress. The characteristic values in the model were expressed as functions of equivalent age. The model was able to predict the test results with reasonable accuracy.
topic prestressed concrete
prediction
steam curing
pull-out test
bondslip
url http://link.springer.com/article/10.1007/s40069-017-0210-y
work_keys_str_mv AT chadonlee modelingofbondstresssliprelationshipsofastrandinconcreteduringsteamcuring
AT sangminshin modelingofbondstresssliprelationshipsofastrandinconcreteduringsteamcuring
AT songheelee modelingofbondstresssliprelationshipsofastrandinconcreteduringsteamcuring
AT jeonghaoh modelingofbondstresssliprelationshipsofastrandinconcreteduringsteamcuring
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