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		<title>Roscini et al 2021a - Revision history</title>
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		<id>http://www.colloquiam.com/wd/index.php?title=Roscini_et_al_2021a&amp;diff=233291&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 717489665 to Roscini et al 2021a</title>
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				<updated>2021-11-30T13:37:31Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_717489665&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 717489665&quot;&gt;Draft Content 717489665&lt;/a&gt; to &lt;a href=&quot;/public/Roscini_et_al_2021a&quot; title=&quot;Roscini et al 2021a&quot;&gt;Roscini et al 2021a&lt;/a&gt;&lt;/p&gt;
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				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 13:37, 30 November 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>http://www.colloquiam.com/wd/index.php?title=Roscini_et_al_2021a&amp;diff=233290&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  Steel Reinforced Grout (SRG) is a mortar-based composite recently developed for structural retrofitting, which provides high tensile strength with limited incr...&quot;</title>
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				<updated>2021-11-30T13:37:27Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  Steel Reinforced Grout (SRG) is a mortar-based composite recently developed for structural retrofitting, which provides high tensile strength with limited incr...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Abstract ==&lt;br /&gt;
&lt;br /&gt;
Steel Reinforced Grout (SRG) is a mortar-based composite recently developed for structural retrofitting, which provides high tensile strength with limited increase in mass and in  stiffness,  and  whose  effectiveness  relies  on  the  good  interaction  between  steel  cords  and  inorganic matrices. Many companies already supply SRG systems for rehabilitation activities and  the  scientific  community  has  been  working  intensively  on  experimental  and  numerical  investigations to demonstrate their effectiveness for structural applications, which also led to the  inclusion  of  SRG  in  national  and  international  standards  for  product  qualification  and  design. However, a clear view of the mechanical properties of these systems is still lacking, due to their variability, which, in turn, strongly depends upon cord layout, textile architecture, and characteristics of the matrix. This paper provides an overview of the mechanical properties of SRG composites on the basis of the tests carried out at Roma Tre University and of the other experimental evidences available in the literature. The results of tensile tests on bare textiles and  SRG  coupons  with  different  inorganic  matrices,  and  of  bond  tests  on  masonry  and  reinforced concrete substrates are collected and the performances of the different SRG systems are compared. The influence of the mortar matrix on crack spacing, ultimate strain and tension stiffening in tensile tests is analysed. The capacity of the steel cords to ensure a proper shear transfer  through  interlocking  within  the  matrix  and  the  effect  of  cord  density  on  failure  mechanisms in bond tests are also discussed.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_717489665p1093.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  Wobbe, E. Silva, P. Barton, B.L. Dharani, L.R. Birman, V. Nanni, A. Alkhrdaji, T. Thomas, J and Tunis, G. Flexural capacity of RC beams externally bonded with SRP and SRG. In: International SAMPE Technical Conference, (2004), pp. 3009-3016.  &lt;br /&gt;
&lt;br /&gt;
[2]  Grande, E. Imbimbo, M. and Sacco, E. Modeling and numerical analysis of the bond behavior of masonry elements strengthened with SRP/SRG. Composites Part B: Engineering (2013) 55: 128–138.  &lt;br /&gt;
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[3]  De  Santis,  S.  Napoli,  A.  de  Felice,  G.  and  Realfonzo,  R.  Strengthening  of structures with  Steel  Reinforced Polymers: A state-of-the-art review. Composites Part B:  Engineering (2016) 104: 87-110. &lt;br /&gt;
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[4]  Razavizadeh, A. Ghiassi, B. and Oliveira, D.V. Bond behavior of SRG-strengthened masonry units: Testing and numerical modeling. Construction and Building Materials (2014) 64: 387–397  &lt;br /&gt;
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[5]  De Santis, S. and De Felice, G. Tensile behaviour of mortar-based composites for externally bonded reinforcement systems. Composites Part B: Engineering (2015) 68: 401-413.  &lt;br /&gt;
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[6]  De Santis, S. Bond behaviour of Steel Reinforced Grout for the extrados strengthening of masonry vaults. Construction and Building Materials (2017) 150:367-382.   &lt;br /&gt;
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[8]  Borri,  A.  Castori,  G.  and  Corradi,  M.  Shear  behavior  of  masonry  panels strengthened by  high  strength steel cords. Construction and Building Materials (2011) 25: 494–503.  &lt;br /&gt;
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[9]  Thermou, G.E. De Felice, G. De Santis, S. Alotaibi, S. Roscini, F. Hajirasouliha, I. Guadagnini, M. Mechanical characterization of multi-ply steel reinforced grout composites for the strengthening of concrete structures. 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering. (CICE 2018) pp. 298-305.  &lt;br /&gt;
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[10] Thermou, G.E. De Santis, S. de Felice, G. Alotaibi, S. Roscini, F. Hajirasouliha, I. Guadagnini M. Bond  behavior  of  Multi-Ply  Steel  Reinforced  Grout  Composites.  Construction  &amp;amp;amp;  Building Materials. (To appear)  &lt;br /&gt;
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[11] Huang,  X.  Birman,  V.  Nanni,  A.  and  Tunis,  G.  Properties  and  potential  for  application  of  steel  reinforced polymer and steel reinforced grout composites. Composites Part B: Engineering (2005) 36: 73–82.  &lt;br /&gt;
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[12] Da Porto, F. Stivanin, E. Gabim, E. Valluzzi, M.R. SRG applications for structural strengthening of R beams. ACI Spec Pub (2012); 286: 119-132.  &lt;br /&gt;
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[13] Napoli,  A.,  Realfonzo,  R.  Reinforced  concrete  beams  strengthened  with  SRP/SRG  systems:  Experimental investigation. (2015) Construction and Building Materials, 93, pp. 654-677.  &lt;br /&gt;
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[14] Thermou, G.E. and Hajirasouliha, I. Compressive behavior of concrete columns confined with stee-reinforced grout jackets. Composites Part B: Engineering (2018); 184: 56-65.  &lt;br /&gt;
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[15] De  Santis,  S.  Roscini,  F.  and  de  Felice,  G.  Full-scale  tests  on  masonry  vaults  strengthened  with  Steel Reinforced Grout. Composites Part B: Engineering (2018) 141: 20-36, ISSN 1359-8368.  &lt;br /&gt;
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[16] De Santis, S. De Canio, G. de Felice, G. Meriggi, P. Roselli, I. Out‑of‑plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites. Bulletin of Earthquake Engineering (2019) 17(11):6265-6300.   &lt;br /&gt;
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[17] de Felice, G. De Santis, S. Realfonzo, R.Napoli, A. Ascione, F. Stievanin, E. Cescatti, E. Valluzzi, M.R. Carloni, C. and Camata, G. State of the art of steel reinforced grout applications to strengthen masonry structures. American Concrete Institute, ACI Special Publication (2018) June, Issue SP 326.   &lt;br /&gt;
&lt;br /&gt;
[18] Carloni,  C.,  Ascione,  F.,  Camata,  G.,  De  Felice,  G.,  De  Santis,  S.,  Lamberti,  M.,  Napoli,  A.,  Realfonzo,  R.,  Santandrea,  M.,  Stievanin,  E.,  Cescatti,  E.,  Valluzzi,  M.R.  An overview  of  the  design approach to strengthen existing reinforced concrete structures with SRG (2018) American Concrete Institute, ACI Special Publication, 2018-June (SP 326).  &lt;br /&gt;
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[19] de Felice, G. Aiello, M.A. Caggegi, C. Ceroni, F. De Santis, S. Garbin, E. Gattesco, N. Hojdys, Ł. Krajewski, P. Kwiecień, A. Leone, M. Lignola, G.P. Mazzotti, C. Oliveira, D.V. Papanicolaou, C. Poggi,  C.  Triantafillou,  T.  Valluzzi,  M.R.  Viskovic,  A.  Recommendation  of  RILEM  TC  250-CSM:  Test  method  for  Textile  Reinforced  Mortar  to  substrate  bond  characterization.  Materials and Structures (2018) 51(4):95.   &lt;br /&gt;
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[20] ICC-ES (International Code Council - Evaluation Service). (2013). AC434 Acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems. Whittier, CA, US.  &lt;br /&gt;
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[21]  CNR (Italian National Research Council). (2019). CNR-DT 215/2018. Istruzioni per la Progettazione,  l’Esecuzione  ed  il  Controllo  di  Interventi  di  Consolidamento  Statico mediante  l’utilizzo di Compositi Fibrorinforzati a Matrice Inorganica. (In Italian).  &lt;br /&gt;
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[22] ACI-RILEM (ACI 549 0L – RILEM TC 250-CSM Liason Committee). (2019). Guide to Design  and  Construction  of  Externally  Bonded  Fabric-Reinforced  Cementitious  Matrix  (FRCM) and Steel-Reinforced  Grout  (SRG)  Systems  for  Repair  and  Strengthening  Masonry Structures  (to  appear).  &lt;br /&gt;
&lt;br /&gt;
[23] EOTA  (European  Organization  for  Technical  Assessment).  EAD340275-00-0104  Externally-bonded  composite  systems  with  inorganic  matrix  for  strengthening  of  concrete  and  masonry  structures. (to appear)  &lt;br /&gt;
&lt;br /&gt;
[24] Roscini, F. Malena, M. and de Felice, G. Experimental evidences and numerical modelling of SRG systems under uniaxial load. 10th  International Conference on FRP Composites in Civil  Engineering (CICE 2020), Istanbul 1-3 July 2020  &lt;br /&gt;
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[25] De Santis, S. Ceroni, F. de Felice, G. Fagone, M. Ghiassi, B. Kwiecień, A. Lignola, G.P. Morganti, M. Santandrea, M. Valluzzi, M.R. Viskovic, A. Round Robin Test on tensile and bond behaviour of Steel Reinforced Grout systems. Composites Part B: Engineering (2017) 127:100-120.   &lt;br /&gt;
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[26] De Santis, S. Hadad, H.A. De Caso y Basalo, F.J. de Felice, G. Nanni, A. Acceptance Criteria for Tensile Characterization of Fabric Reinforced Cementitious Matrix (FRCM) Systems for Concrete and Masonry Repair. Journal of Composites for Construction (2018) 22(6):04018048.   &lt;br /&gt;
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[27] de Felice, T. D’Antino, A. De Santis, S. Meriggi, P. Roscini, F. Lessons learned on the tensile and bond behaviour of Fabric Reinforced Cementitious Matrix (FRCM) composites. Frontiers in Built Environment, section Earthquake Engineering.   &lt;br /&gt;
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[28]  Arboleda,  D.,  Carozzi,  F.G.  Nanni,  A.  Poggi,  C.  Testing  Procedures  for  the  Uniaxial  Tensile  Characterization  of  Fabric-Reinforced  Cementitious  Matrix  Composites.  Journal  of  composites  for construction (2016) 20(3), p.04015063. ISSN: 1090-0268 , 1943-5614.  &lt;br /&gt;
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[29] Roscini, F. De Santis, S. and de Felice, G. Experimental investigation on the mechanical behaviour of mortar-based strengthening systems. Proceedings of 10th International Conference on Structural Analysis of Historical Constructions (SAHC2016), 12-16 September 2016, Leuven, Be.  &lt;br /&gt;
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[30]  Ascione,  F.,  Lamberti,  M.  Napoli,  A.  Realfonzo,  R.  Experimental  bond  behavior  of  Steel  Reinforced  Grout  systems  for  strengthening  concrete  elements.  Construction  and  Building Materials (2020) 232 117105.  &lt;br /&gt;
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[31] De Santis, S. and de Felice, G. Steel reinforced grout systems for the strengthening of masonry structures. Composite Structures (2015) 134:533-548.   &lt;br /&gt;
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[32]  Bilotta, A. Ceroni, F. Nigro, E. Pecce, M. Experimental tests on FRCM strengthening systems for tuff masonry elements. Construction and Building Materials (2017) 138: 114–133.  &lt;br /&gt;
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[33] Cancelli,  A.N.  Aiello,  M.A.  Casadei,  P.  Experimental  investigation  on  bond  properties of  SRP/SRG  –  Masonry  systems.  Proc.  8th  Int.  Symp.  on  FRPRCS-8  University  of  Patras,  Patras,  Greece, July 16-18 (2007).  &lt;br /&gt;
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[34] De  Santis,  S.  Stryszewska,  T.  Bandini,  S.  de  Felice,  G.  Hojdys,  Ł. Krajewski, P. Kwiecień, A. Roscini, F. Zając, B. Durability of Steel Reinforced Polyurethane-to-substrate bond. Composites Part B: Engineering (2018) 153:194-204.   &lt;br /&gt;
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[35] De  Santis,  S.  Meriggi,  P.  de  Felice,  G.  Durability  of  Steel  Reinforced  Grout  composites.  17th International Brick and Block Masonry Conference (IB2MaC 2020)  &lt;br /&gt;
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[36] Meriggi, P., de Felice, G., De Santis, S., Morganti, M., Roscini F. Durability of Steel Reinforced Grout systems subjected to freezing-and-thawing conditioning. 1st fib Italy YMG Symposium, 15 October 2019, Parma, Italy.&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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