LEADER 00913cam0-2200325---450- 001 990005516660403321 005 20131206104841.0 035 $a000551666 035 $aFED01000551666 035 $a(Aleph)000551666FED01 035 $a000551666 100 $a19990604d1977----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $a--------001yy 200 1 $aVerismo e positivismo$fVittorio Spinazzola 210 $aMilano$cGarzanti$d1977 215 $a303 p.$d18 cm 225 1 $a<>Garzanti$iArgomenti 610 0 $aVerismo $aItalia 610 0 $aPositivismo $aItalia 676 $a853.809 700 1$aSpinazzola,$bVittorio$f<1930- >$0326207 801 0$aIT$bUNINA$gREICAT$2UNIMARC 901 $aBK 912 $a990005516660403321 952 $a853.809 SPI 1$bDip.f.m.4480$fFLFBC 959 $aFLFBC 996 $aVerismo e positivismo$9140295 997 $aUNINA LEADER 04159nam 2200445 450 001 9910484358203321 005 20231110212501.0 010 $a3-030-70273-1 035 $a(CKB)4100000011807146 035 $a(MiAaPQ)EBC6531745 035 $a(Au-PeEL)EBL6531745 035 $a(OCoLC)1244620894 035 $a(PPN)254721095 035 $a(EXLCZ)994100000011807146 100 $a20211016d2021 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aFlax-TRM composite systems for strengthening of masonry $efrom material identification to structural behavior /$fGiuseppe Ferrara 210 1$aCham, Switzerland :$cSpringer,$d[2021] 210 4$d©2021 215 $a1 online resource (xviii, 194 pages) $cillustrations 225 1 $aSpringer Theses 311 $a3-030-70272-3 327 $aIntro -- Research Funding -- Supervisor's Foreword -- Acknowledgments -- Contents -- About the Author -- 1 Introduction -- 1.1 Motivation -- 1.2 Contents and Structure of the Thesis -- 1.3 Context of the Research -- References -- 2 State-of-the-Art Review and Aims of the Thesis -- 2.1 Textile Reinforced Mortar Composite Systems -- 2.1.1 TRM Characterisation Tests -- 2.1.2 Diagonal Compression Test -- 2.1.3 Durability -- 2.1.4 Codes and Guidelines -- 2.2 Use of Plant Fibres in TRM Composites -- 2.2.1 Plant Fibres -- 2.2.2 Plant Fibres as Reinforcement in TRMs -- 2.3 Aims of the Thesis -- References -- 3 Mechanical Behaviour and Durability of Flax Textiles to Be Used as Reinforcement in TRMs -- 3.1 Physical Characterisation -- 3.2 Mechanical Characterisation -- 3.2.1 Methods -- 3.2.2 Results and Discussion -- 3.3 Durability of Flax Fibres -- 3.3.1 Methods -- 3.3.2 Results and Discussion -- 3.4 Conclusions -- References -- 4 Mechanical Behaviour and Durability of Flax TRMs: Tensile and Shear Bond Tests -- 4.1 Tensile Test on Flax TRM Systems -- 4.1.1 Materials -- 4.1.2 Methods -- 4.1.3 Results and Discussion -- 4.1.4 Analysis of the Crack Pattern -- 4.2 Shear Bond Test on Flax TRM-to-Masonry Systems -- 4.2.1 Materials and Methods -- 4.2.2 Results and Discussion -- 4.2.3 Determination of the Flax TRM Designing Conventional Strength -- 4.3 Durability -- 4.3.1 Materials and Methods -- 4.3.2 Results and Discussion -- 4.4 Conclusions -- References -- 5 Mechanical Behaviour of Masonry Walls Externally Strengthened by Flax TRM Composites -- 5.1 Methods -- 5.2 Results and Discussion -- 5.2.1 Failure Mode -- 5.2.2 Shear Stress Versus Shear Strain Response -- 5.3 Comparison with Standards -- 5.3.1 Unstrengthened Walls -- 5.3.2 TRM Externally Strengthened Walls -- 5.4 Comparison with the Literature -- 5.4.1 Description of the Database. 327 $a5.4.2 Comparison with the Entire Database -- 5.4.3 Comparison Between Walls Strengthened by Multi-ply Grids -- 5.5 Conclusions -- References -- 6 Observations on the Displacement Field of Strengthened Walls Subjected to Diagonal Compression Test -- 6.1 Methods -- 6.2 Analysis -- 6.3 Observations -- 7 Influence of Fibre Treatment and Matrix Mix Design Modification on the Behaviour of Flax TRMs -- 7.1 Influence of the Fibre Treatment on the Morphology and Mechanical Behaviour of Flax Yarns Embedded in Hydraulic Lime Mortar -- 7.1.1 Materials and Methods -- 7.1.2 Results and Discussion -- 7.2 Influence of Fibre Treatment and Matrix Mix Design Modification on the Tensile Behaviour of Flax TRMs -- 7.2.1 Materials and Methods -- 7.2.2 Results and Discussion -- 7.2.3 Analysis of the Crack Pattern -- 7.3 Conclusions -- References -- 8 Conclusions -- 8.1 Main Outcomes -- 8.2 Perspectives of the Study -- Appendix. 410 0$aSpringer Theses 606 $aReinforced masonry 615 0$aReinforced masonry. 676 $a624.183 700 $aFerrara$b Giuseppe$0280336 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910484358203321 996 $aFlax-TRM composite systems for strengthening of masonry$91905076 997 $aUNINA