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Evaluation of the effect of load eccentricity in a tensile pull-off test on bond strength
Courard, Luc; Garbacz, Andrezj
2010
 

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Keywords :
repair; concrete; pull-off test
Abstract :
[en] The report presents the results of a research project and the impact of incorrect design on tensile strength values. According to results of laboratory experiments and modelling, it can be observed that, if there is an influence of 2° and 4° angle of inclination on pull-off bond strength, it is however not statistically significant: the decrease of pull-off strength is usually no larger than 14% for 4°.
Research center :
Université Laval (Québec, Canada), Warsaw University of Technology (Poland), U.S. Bureau of Reclamation (Denver, CO) and Vaycon Consulting (Baltimore, MA)
Disciplines :
Materials science & engineering
Author, co-author :
Courard, Luc  ;  Université de Liège - ULiège > Département Argenco : Secteur GeMMe > Matériaux de construction non métalliques du génie civil
Garbacz, Andrezj;  Warsaw University of Technology - WAT
Language :
English
Title :
Evaluation of the effect of load eccentricity in a tensile pull-off test on bond strength
Publication date :
2010
Publisher :
ACI, Farmington Hills, United States
Number of pages :
12
Commissioned by :
Joseph M. Bracci, Ph.D., P.E.
Name of the research project :
Development of Specifications and Performance Criteria for Surface Preparation Based on Issues Related to Bond Strength
Funders :
ACI - American Concrete Institute [US-MI] [US-MI]
Available on ORBi :
since 16 February 2010

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