2017
DOI: 10.1016/j.conbuildmat.2016.11.125
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Fabric-reinforced cementitious matrix: A promising strengthening technique for concrete structures

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Cited by 138 publications
(54 citation statements)
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“…FRCM composites behaviour under tension is significantly different from the FRP, which work manifests itself in a linear stress-strain model. Because of lower tensile strength of mineral mortar compared to epoxy resin, the bi-linear model applies to the composites made using this type of matrix [1]. The first line of the bi-linear model represents the state prior to matrix cracking, while the second one shows the composite behaviour after the matrix is fully cracked and only the properties of the fibres affect its strength.…”
Section: Frcm Composite Failure Modesmentioning
confidence: 99%
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“…FRCM composites behaviour under tension is significantly different from the FRP, which work manifests itself in a linear stress-strain model. Because of lower tensile strength of mineral mortar compared to epoxy resin, the bi-linear model applies to the composites made using this type of matrix [1]. The first line of the bi-linear model represents the state prior to matrix cracking, while the second one shows the composite behaviour after the matrix is fully cracked and only the properties of the fibres affect its strength.…”
Section: Frcm Composite Failure Modesmentioning
confidence: 99%
“…At the beginning of the 1980s, the use of FRP (Fibre Reinforced Polymers) composites as a structural strengthening was popularized. Their properties such as high strength-toweight ratio and corrosion resistance have made them a good alternative to traditional methods of strengthening [1]. These composites are made of various types of high-strength fibres immersed in epoxy resin matrix.…”
Section: Introductionmentioning
confidence: 99%
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“…Prianjanje između vlakana i matrice postignuto je mehaničkim uklinjavanjem koji je rezultat prodiranja morta kroz razmake u mreži. Trake od polimernih vlakana nisu povoljno rješenje jer se ne može ostvariti veza između morta i vlakana [2]. Posljednjih dvadesetak godina provedeno je više istraživanja pojačanja armiranobetonskih elemenata te seizmička obnova zidanih konstrukcija te armiranobetonskih okvira s ispunom.…”
Section: Uvodunclassified
“…Postupak se može ponavljati ako se želi postići veći broj slojeva. Svaki sloj morta mora se nanijeti dok je prethodni sloj još svjež [2].…”
Section: Svojstva Trm Kompozitaunclassified