Pullout simulation of post installed chemically bonded anchors in UHPFRC

An experimental and numerical study was completed in order to examine the mechanical behaviour of post-installed bonded anchors in ultra-high performance fibre reinforced concrete with a compressive strength higher than 130 MPa. The aim was to analyse the failure mechanisms in static pullout tests a...

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Main Authors: Delhomme Fabien, Brun Michael
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819911007
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author Delhomme Fabien
Brun Michael
author_facet Delhomme Fabien
Brun Michael
author_sort Delhomme Fabien
collection DOAJ
description An experimental and numerical study was completed in order to examine the mechanical behaviour of post-installed bonded anchors in ultra-high performance fibre reinforced concrete with a compressive strength higher than 130 MPa. The aim was to analyse the failure mechanisms in static pullout tests and to suggest a simple numerical model, which can be employed in a design stage, to reproduce the global behaviour of the anchor. The experimental observations show that a combined pullout and concrete cone failure occurred for an embedment depth of 40 mm and a steel rod failure for an embedment depth of 100 mm. The numerical model was set up using Abaqus software, by adopting the concrete damage plastic model and a surface-based cohesive behaviour for the interface concrete-anchor. The obtained failure modes and ultimate loads are in good agreement with experimental results. A minimum embedment depth of 50 mm was assessed to prevent a pullout failure of the anchor.
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spelling doaj.art-0397cb9ced2f4188a91f4261335005422022-12-21T19:41:25ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011991100710.1051/matecconf/201819911007matecconf_iccrrr2018_11007Pullout simulation of post installed chemically bonded anchors in UHPFRCDelhomme Fabien0Brun Michael1Univ Lyon, INSA-Lyon, GEOMAS, F-69621Univ Lyon, INSA-Lyon, GEOMAS, F-69621An experimental and numerical study was completed in order to examine the mechanical behaviour of post-installed bonded anchors in ultra-high performance fibre reinforced concrete with a compressive strength higher than 130 MPa. The aim was to analyse the failure mechanisms in static pullout tests and to suggest a simple numerical model, which can be employed in a design stage, to reproduce the global behaviour of the anchor. The experimental observations show that a combined pullout and concrete cone failure occurred for an embedment depth of 40 mm and a steel rod failure for an embedment depth of 100 mm. The numerical model was set up using Abaqus software, by adopting the concrete damage plastic model and a surface-based cohesive behaviour for the interface concrete-anchor. The obtained failure modes and ultimate loads are in good agreement with experimental results. A minimum embedment depth of 50 mm was assessed to prevent a pullout failure of the anchor.https://doi.org/10.1051/matecconf/201819911007
spellingShingle Delhomme Fabien
Brun Michael
Pullout simulation of post installed chemically bonded anchors in UHPFRC
MATEC Web of Conferences
title Pullout simulation of post installed chemically bonded anchors in UHPFRC
title_full Pullout simulation of post installed chemically bonded anchors in UHPFRC
title_fullStr Pullout simulation of post installed chemically bonded anchors in UHPFRC
title_full_unstemmed Pullout simulation of post installed chemically bonded anchors in UHPFRC
title_short Pullout simulation of post installed chemically bonded anchors in UHPFRC
title_sort pullout simulation of post installed chemically bonded anchors in uhpfrc
url https://doi.org/10.1051/matecconf/201819911007
work_keys_str_mv AT delhommefabien pulloutsimulationofpostinstalledchemicallybondedanchorsinuhpfrc
AT brunmichael pulloutsimulationofpostinstalledchemicallybondedanchorsinuhpfrc