contributor author | Tanya Lüthi | |
contributor author | Jeffrey R. Diephuis | |
contributor author | Juan José Icaza A. | |
contributor author | John E. Breen | |
contributor author | Michael E. Kreger | |
date accessioned | 2017-05-08T21:25:41Z | |
date available | 2017-05-08T21:25:41Z | |
date copyright | January 2008 | |
date issued | 2008 | |
identifier other | %28asce%291084-0702%282008%2913%3A1%28100%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51089 | |
description abstract | Emulsifiable oils are often used in posttensioned construction to reduce friction losses and provide temporary corrosion protection for tendons prior to grouting. This paper addresses the effects of two emulsifiable oils and three duct types on bond and friction losses. Bond test results indicate that corrugated galvanized steel ducts provide better anchorage than corrugated HDPE ducts. Rigid steel pipes performed poorly because of failure at the duct-concrete or grout-duct interface. Bond test results also indicate that the ultimate strength of posttensioned specimens with oiled tendons is similar to or better than the ultimate strength of specimens with unoiled tendons. However, specimens with oiled tendons experienced greater slip at a given load than specimens with unoiled tendons. Friction test results indicate that current recommended design values for the coefficient of friction for steel pipes and galvanized ducts are accurate. However, the measured coefficient for HDPE ducts is significantly less than the AASHTO-recommended value. Friction tests also indicate that lubrication of the tendon reduces the friction coefficient by 15% in rigid steel pipes and HDPE ducts if stressing occurs while the oil is fresh. | |
publisher | American Society of Civil Engineers | |
title | Effects of Duct Types and Emulsifiable Oils on Bond and Friction Losses in Posttensioned Concrete | |
type | Journal Paper | |
journal volume | 13 | |
journal issue | 1 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2008)13:1(100) | |
tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 001 | |
contenttype | Fulltext | |