Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests
In the design of prestressing concrete structures, the friction characteristics between strands and channels have an important influence on the distribution of prestressing force, which can be considered comprehensively by curvature and swing friction coefficients. However, the proposed friction coe...
Saved in:
Main Authors: | , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/5916738 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
_version_ | 1832547183654600704 |
---|---|
author | Haoyun Yuan Yuan Li Bin Zhou Shuanhai He Peizhi Wang |
author_facet | Haoyun Yuan Yuan Li Bin Zhou Shuanhai He Peizhi Wang |
author_sort | Haoyun Yuan |
collection | DOAJ |
description | In the design of prestressing concrete structures, the friction characteristics between strands and channels have an important influence on the distribution of prestressing force, which can be considered comprehensively by curvature and swing friction coefficients. However, the proposed friction coefficient varies widely and may lead to an inaccurate prestress estimation. In this study, four full-scale field specimens were established to measure the friction loss of prestressing tendons with electromagnetic sensors and anchor cable dynamometers to evaluate the friction coefficient. The least square method and Bayesian quantile regression method were adopted to calculate the friction coefficient, and the results were compared with that in the specifications. Field test results showed that Bayesian quantile regression method was more effective and significant in the estimation of the friction coefficient. |
format | Article |
id | doaj-art-d796d5e4b375417e8d84c6fb9bdc897b |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2020-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-d796d5e4b375417e8d84c6fb9bdc897b2025-02-03T06:45:47ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/59167385916738Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site TestsHaoyun Yuan0Yuan Li1Bin Zhou2Shuanhai He3Peizhi Wang4School of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaSchool of Highway, Chang’an University, Xi’an 710064, ChinaIn the design of prestressing concrete structures, the friction characteristics between strands and channels have an important influence on the distribution of prestressing force, which can be considered comprehensively by curvature and swing friction coefficients. However, the proposed friction coefficient varies widely and may lead to an inaccurate prestress estimation. In this study, four full-scale field specimens were established to measure the friction loss of prestressing tendons with electromagnetic sensors and anchor cable dynamometers to evaluate the friction coefficient. The least square method and Bayesian quantile regression method were adopted to calculate the friction coefficient, and the results were compared with that in the specifications. Field test results showed that Bayesian quantile regression method was more effective and significant in the estimation of the friction coefficient.http://dx.doi.org/10.1155/2020/5916738 |
spellingShingle | Haoyun Yuan Yuan Li Bin Zhou Shuanhai He Peizhi Wang Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests Advances in Civil Engineering |
title | Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests |
title_full | Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests |
title_fullStr | Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests |
title_full_unstemmed | Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests |
title_short | Friction Characteristics of Post-Tensioned Tendons of Full-Scale Structures Based on Site Tests |
title_sort | friction characteristics of post tensioned tendons of full scale structures based on site tests |
url | http://dx.doi.org/10.1155/2020/5916738 |
work_keys_str_mv | AT haoyunyuan frictioncharacteristicsofposttensionedtendonsoffullscalestructuresbasedonsitetests AT yuanli frictioncharacteristicsofposttensionedtendonsoffullscalestructuresbasedonsitetests AT binzhou frictioncharacteristicsofposttensionedtendonsoffullscalestructuresbasedonsitetests AT shuanhaihe frictioncharacteristicsofposttensionedtendonsoffullscalestructuresbasedonsitetests AT peizhiwang frictioncharacteristicsofposttensionedtendonsoffullscalestructuresbasedonsitetests |