A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete

Current theoretical models for predicting the concrete cone breakout capacity of tension loaded headed anchors do not consider the influence of member thickness, size of anchor head, and orthogonal surface reinforcement. In the present study, the influence of the aforementioned parameters was studie...

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Main Author: Nilforoush Rasoul
Format: Article
Language:English
Published: Sciendo 2019-06-01
Series:Nordic Concrete Research
Subjects:
Online Access:https://doi.org/10.2478/ncr-2019-0091
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author Nilforoush Rasoul
author_facet Nilforoush Rasoul
author_sort Nilforoush Rasoul
collection DOAJ
description Current theoretical models for predicting the concrete cone breakout capacity of tension loaded headed anchors do not consider the influence of member thickness, size of anchor head, and orthogonal surface reinforcement. In the present study, the influence of the aforementioned parameters was studied both numerically and experimentally. Both the numerical and experimental results showed that the tensile resistance of headed anchors increases by increasing the member thickness or if orthogonal surface reinforcement is present. In addition, the anchorage capacity further increases with increase of the anchor head size.
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spelling doaj.art-da3e7f840b444d7eabae2555c612242a2022-12-21T21:19:25ZengSciendoNordic Concrete Research2545-28192019-06-0160110512910.2478/ncr-2019-0091A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked ConcreteNilforoush Rasoul0Ph.D., Associate senior lecturer, Div. of Structural and Fire Engineering, Luleå University of Technology, LTU, SE-971 87 Luleå, Sweden.Current theoretical models for predicting the concrete cone breakout capacity of tension loaded headed anchors do not consider the influence of member thickness, size of anchor head, and orthogonal surface reinforcement. In the present study, the influence of the aforementioned parameters was studied both numerically and experimentally. Both the numerical and experimental results showed that the tensile resistance of headed anchors increases by increasing the member thickness or if orthogonal surface reinforcement is present. In addition, the anchorage capacity further increases with increase of the anchor head size.https://doi.org/10.2478/ncr-2019-0091concrete cone breakoutconcrete splittinganchor boltheaded anchorfastening systemmember thicknessanchor head sizesurface reinforcement
spellingShingle Nilforoush Rasoul
A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
Nordic Concrete Research
concrete cone breakout
concrete splitting
anchor bolt
headed anchor
fastening system
member thickness
anchor head size
surface reinforcement
title A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
title_full A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
title_fullStr A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
title_full_unstemmed A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
title_short A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete
title_sort refined model for predicting concrete related failure load of tension loaded cast in place headed anchors in uncracked concrete
topic concrete cone breakout
concrete splitting
anchor bolt
headed anchor
fastening system
member thickness
anchor head size
surface reinforcement
url https://doi.org/10.2478/ncr-2019-0091
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