Analysis of crack and strain states of high performance reinforced fiber concrete beams

The article presents the crack and strain states analysis of the reinforced high performance concrete beams with steel and polypropylene fibre. The beams were bent in the 4-point model. Research was carried out for three different beams with regard to the quantity and the type of reinforcement. The...

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Main Author: Piotr Smarzewski
Format: Article
Language:English
Published: Military University of Technology, Warsaw 2014-08-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/icid/1116928
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author Piotr Smarzewski
author_facet Piotr Smarzewski
author_sort Piotr Smarzewski
collection DOAJ
description The article presents the crack and strain states analysis of the reinforced high performance concrete beams with steel and polypropylene fibre. The beams were bent in the 4-point model. Research was carried out for three different beams with regard to the quantity and the type of reinforcement. The beam B1 was constructed conventionally with steel rods reinforcement. As regards beams B2 and B3, instead of the stirrups and the compressive rods, fibre reinforcement of variable fibre volume percentage was applied. For the analysis, a non-contact system for three-dimensional measurements of strain – ARAMIS was used. The analysis of the behaviour of the beams under static load was based on the measurements of crack and strain.[b]Keywords[/b]: reinforced concrete beams, high performance concrete, steel fibre, polypropylene fibre, ARAMIS system, crack state, strain state
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spelling doaj.art-ecc320b2eab84354aaa46b666db05fbd2023-09-02T17:21:21ZengMilitary University of Technology, WarsawBiuletyn Wojskowej Akademii Technicznej1234-58652014-08-0163313514510.5604/12345865.11169281116928Analysis of crack and strain states of high performance reinforced fiber concrete beamsPiotr Smarzewski0Politechnika Lubelska, Wydział Budownictwa i Architektury, 20-618 Lublin, ul. Nadbystrzycka 40The article presents the crack and strain states analysis of the reinforced high performance concrete beams with steel and polypropylene fibre. The beams were bent in the 4-point model. Research was carried out for three different beams with regard to the quantity and the type of reinforcement. The beam B1 was constructed conventionally with steel rods reinforcement. As regards beams B2 and B3, instead of the stirrups and the compressive rods, fibre reinforcement of variable fibre volume percentage was applied. For the analysis, a non-contact system for three-dimensional measurements of strain – ARAMIS was used. The analysis of the behaviour of the beams under static load was based on the measurements of crack and strain.[b]Keywords[/b]: reinforced concrete beams, high performance concrete, steel fibre, polypropylene fibre, ARAMIS system, crack state, strain statehttp://biuletynwat.pl/icid/1116928 reinforced concrete beamshigh performance concretesteel fibrePolypropylene fibreARAMIS systemcrack state
spellingShingle Piotr Smarzewski
Analysis of crack and strain states of high performance reinforced fiber concrete beams
Biuletyn Wojskowej Akademii Technicznej
reinforced concrete beams
high performance concrete
steel fibre
Polypropylene fibre
ARAMIS system
crack state
title Analysis of crack and strain states of high performance reinforced fiber concrete beams
title_full Analysis of crack and strain states of high performance reinforced fiber concrete beams
title_fullStr Analysis of crack and strain states of high performance reinforced fiber concrete beams
title_full_unstemmed Analysis of crack and strain states of high performance reinforced fiber concrete beams
title_short Analysis of crack and strain states of high performance reinforced fiber concrete beams
title_sort analysis of crack and strain states of high performance reinforced fiber concrete beams
topic reinforced concrete beams
high performance concrete
steel fibre
Polypropylene fibre
ARAMIS system
crack state
url http://biuletynwat.pl/icid/1116928
work_keys_str_mv AT piotrsmarzewski analysisofcrackandstrainstatesofhighperformancereinforcedfiberconcretebeams