| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Richardson, Alan
University of Brighton
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (14/14 displayed)
- 2022Predicting an Athlete’s Physiological and Haematological Response to Live High‐Train High Altitude Training Using a Hypoxic Sensitivity Testcitations
- 2021(Hydroxy)apatite on cementcitations
- 2019Temperature Related Pull-out Performance of Chemical Anchor Bolts in Fibre Concretecitations
- 2019Temperature related pull-out performance of chemical anchor bolts in fibre concretecitations
- 2016The addition of synthetic fibres to concrete to improve impact/ballistic toughnesscitations
- 2016Evaluation of experimental methodology to assess the sealing efficiency of bacteria-based selfhealing concrete: Round Robin test
- 2016Mould release technologies with regard to concrete surface finishcitations
- 2016Evaluation of experimental methodology to asses the sealing efficiency of bacteria based self healing concrete: Round robin test
- 2015The addition of synthetic fibres to concrete to improve impact toughness
- 2014The effects of various mould release technologies on concrete surface finish
- 2013Strengthening concrete beams using fibre reinforced polymer
- 2012Improving the performance of concrete using 3D fibrescitations
- 2010Early life freeze/thaw durability of Type 1 polypropylene fibre and ground granulated blast furnace slag concretes
- 2008The effect of polypropylene fibres within concrete with regard to fire performance in structurescitations
Places of action
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article
Temperature Related Pull-out Performance of Chemical Anchor Bolts in Fibre Concrete
Abstract
Anchor bolts are often fixed into a concrete soffit of structures and they are used in ambient and cold store locations. The chemical anchor bolt relies purely on the tensile strength of the concrete to carry the imposed load, assuming the bond strength of the resin is greater than the tensile strength of the concrete. <br/>The properties of concrete are changed by the addition of both steel and polypropylene fibres. This paper investigates the relative performance of each fibre type with regard to initial and final post crack failure. Anchor bolt pull-out testing was used to determine the maximum load a fixing can hold as well as the residual post crack toughness of a bolt embedded in a concrete block. The concrete used was a C40 design mix and resin anchor bolts were selected for this test for their stress-free conditions prior to loading. <br/>The results showed that the addition of both types of fibres when used in concrete improved the maximum load and toughness of the samples, compared to plain concrete. There was not a significant difference between the results obtained for steel and polypropylene fibres. The effects of a reduction in core temperature of the samples was examined. The results show that the strength of concrete is significantly improved when tested at -20°C, compared to ambient temperature.<br/>