Open AccessDetermination of bond model for 7-wire strands in pretensioned concrete beam
Author(s) -
Vadzim Parkhats,
Rafał Krzywoń,
Jacek Hulimka,
Jan Kubica
Publication year - 2021
Publication title -
acta polytechnica
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.207
H-Index - 15
eISSN - 1805-2363
pISSN - 1210-2709
DOI - 10.14311/ap.2021.61.0740
Subject(s) - structural engineering , precast concrete , beam (structure) , finite element method , bond , materials science , prestressed concrete , slip (aerodynamics) , stress (linguistics) , stress–strain curve , digital image correlation , engineering , composite material , linguistics , philosophy , finance , economics , aerospace engineering
A correct choice of a bond model for prestressing tendons is crucial for the right modelling of a structural behaviour of a pretensioned concrete structure. The aim of this paper is the determination of an optimal bond model for 7-wire strands in a prestressed concrete beam produced in a precast concrete plant of Consolis Poland. ATENA 3D is used to develop finite element models of the beam that differ only in a bond stress-slip relationship of tendons. The bond stress-slip relationships for modelling are taken from the results of bond tests carried out by different researchers in previous years. Moreover, for comparison purposes, a simplified 2D model of the beam is created in Autodesk Robot. The strain distribution at the time of the strand release is found for each of the finite element models. The determined strain distributions are compared with the strain distribution in the beam established by an experimental test using a measuring system based on a digital image correlation. On the basis of the comparison results, the most appropriate bond models for 7-wire strands used in the beam are identified.