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		<title>Scipediacontent: Scipediacontent moved page Draft Content 764906778 to Ferretti et al 2021b</title>
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				<updated>2021-11-30T13:24:48Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_764906778&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 764906778&quot;&gt;Draft Content 764906778&lt;/a&gt; to &lt;a href=&quot;/public/Ferretti_et_al_2021b&quot; title=&quot;Ferretti et al 2021b&quot;&gt;Ferretti et al 2021b&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&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 13:24, 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=Ferretti_et_al_2021b&amp;diff=232974&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot;== Abstract ==  nnovative  strengthening  solutions,  such  as  Fiber  Reinforced  Cementitious  Matrix (FRCM), are becoming increasingly diffused for the retrofitting of exis...&quot;</title>
		<link rel="alternate" type="text/html" href="http://www.colloquiam.com/wd/index.php?title=Ferretti_et_al_2021b&amp;diff=232974&amp;oldid=prev"/>
				<updated>2021-11-30T13:24:45Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;== Abstract ==  nnovative  strengthening  solutions,  such  as  Fiber  Reinforced  Cementitious  Matrix (FRCM), are becoming increasingly diffused for the retrofitting of exis...&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;
nnovative  strengthening  solutions,  such  as  Fiber  Reinforced  Cementitious &lt;br /&gt;
Matrix (FRCM), are becoming increasingly diffused for the retrofitting of existing masonry &lt;br /&gt;
structures  with  the  aim  of  reducing  the  seismic  vulnerability  of  these  construction &lt;br /&gt;
typologies. In recent years, many studies have demonstrated the suitability of these materials &lt;br /&gt;
in enhancing the shear capacity of masonry walls and improve the overall structural behavior, &lt;br /&gt;
avoiding fragile collapse mechanisms.  In  the  present  work,  six  diagonal  compression &lt;br /&gt;
tests  were  performed  on unstrengthened  and  FRCM  strengthened  masonry  panels  to &lt;br /&gt;
evaluate  the  improvements attributable to the presence of the FRCM systems. Two different &lt;br /&gt;
bidirectional basalt grids were applied to the masonry samples, with and without mechanical &lt;br /&gt;
anchorages.  The  tensile  and  bond  properties  of  the  chosen  FRCM  systems  were &lt;br /&gt;
investigated  through  laboratory  tests.  The  objective  was,  indeed,  to  compare  the &lt;br /&gt;
performances  of  two  textiles,  characterized  by  different  densities,  and  to  investigate  the &lt;br /&gt;
role  of  mechanical  anchorages.  The  experimental  results confirmed the efficiency of the &lt;br /&gt;
FRCM  strengthening  systems  in  improving  the  shear  behavior  of  masonry  panels.  The &lt;br /&gt;
FRCM  strengthened  samples  experienced  a  considerable  strength increase and less brittle &lt;br /&gt;
failure mechanisms. The roles of both the mortar matrix, the fiber grids and  the mechanical &lt;br /&gt;
anchorages were highlighted by analyzing the onset of cracking and the failure propagation &lt;br /&gt;
within the samples.&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_764906778p1165.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
== References ==&lt;br /&gt;
&lt;br /&gt;
[1]  Penna,  A.,  Morandi,  P.,  Rota,  M.,  Manzini,  C.F.,  da  Porto,  F.  and  Magenes  G.  Performance of masonry buildings during the Emilia 2012 earthquake. Bull. Earthq. Eng.  (2014) 12:2255–73. https://doi.org/10.1007/s10518-013-9496-6.  &lt;br /&gt;
&lt;br /&gt;
[2]  Ferretti, F., Ferracuti, B., Mazzotti, C. and Savoia M. Destructive and minor destructive  tests on masonry buildings: Experimental results and comparison between shear failure  criteria.  Constr.  Build.  Mater.  (2019)  199:12–29. https://doi.org/10.1016/j.conbuildmat.2018.11.246.  &lt;br /&gt;
&lt;br /&gt;
[3]  Papanicolaou, C., Triantafillou, T., Karlos, K. and Papathanasiou M. Textile-reinforced  mortar  (TRM)  versus  FRP  as  strengthening  material  of  URM  walls:  in-plane  cyclic  loading. Mater. Struct. (2007) 40:1081–97. https://doi.org/10.1617/s11527-006-9207-8.  &lt;br /&gt;
&lt;br /&gt;
[4]  Papanicolaou, C., Triantafillou, T. and Lekka, M. Externally bonded grid as strengthening  and  seismic  retrofitting  materials  of  masonry  panels.  Constr.  Build.  Mater.  (2011) 25(2):504-514.  &lt;br /&gt;
&lt;br /&gt;
[5]  Mazzotti,  C.  and  Murgo,  F.S.  Numerical  and  experimental  study  of  GFRP-masonry  interface behavior: Bond evolution and role of the mortar layers. Compos. Part B Eng.  (2015) 75:212–225.  &lt;br /&gt;
&lt;br /&gt;
[6]  De Felice, G., Aiello, M.A., Caggegi, C., Ceroni, F., De Santis, S., Garbin, E., et al.  Recommendation of RILEM Technical Committee 250-CSM: Test method for Textile  Reinforced  Mortar  to  substrate  bond  characterization.  Mater.  Struct.  (2018)  51:95.  https://doi.org/10.1617/s11527-018-1216-x.  &lt;br /&gt;
&lt;br /&gt;
[7]  Valluzzi, M.R., Oliveira, D.V., Caratelli, A., Castori, G., Corradi, M., de Felice, G., et al.  Round  Robin  Test  for  composite-to-brick  shear  bond  characterization.  Mater. Struct.  (2012) 45:1761–91. https://doi.org/10.1617/s11527-012-9883-5.  &lt;br /&gt;
&lt;br /&gt;
[8]  Ceroni,  F.,  de  Felice,  G.,  Grande,  E.,  Malena,  M.,  Mazzotti,  C.,  Murgo,  F.,  et  al.  Analytical and numerical modeling of composite-to-brick bond. Mater. Struct. (2014)  47:1987–2003. https://doi.org/10.1617/s11527-014-0382-8.  &lt;br /&gt;
&lt;br /&gt;
[9]  de  Felice,  G.,  Aiello,  M.A.,  Bellini,  A.,  Ceroni,  F.,  De  Santis,  S.,  Garbin,  E.,  et  al  Experimental characterization of composite-to-brick masonry shear bond. Mater. Struct. (2016) 49:2581–96. https://doi.org/10.1617/s11527-015-0669-4.  &lt;br /&gt;
&lt;br /&gt;
[10]  Carozzi, F.G., Bellini, A., D’Antino, T., de Felice, G., Focacci, F., Hojdys, Ł., et al.  Experimental investigation of tensile and bond properties of Carbon-FRCM composites  for  strengthening  masonry  elements.  Compos.  Part  B  Eng.  (2017)  128:100–19.  https://doi.org/10.1016/j.compositesb.2017.06.018.  &lt;br /&gt;
&lt;br /&gt;
[11]  Sassoni, E., Andreotti, S., Bellini, A., Mazzanti, B., Bignozzi M.C., Mazzotti, C. and  Franzoni  E.  Influence  of  mechanical  properties,  anisotropy,  surface  roughness  and porosity of brick on FRP debonding force. Compos. Part B (2017) 108:257-269.  &lt;br /&gt;
&lt;br /&gt;
[12]  Lignola, G.P., Caggegi, C., Ceroni, F., De Santis, S., Krajewski, P., Lourenço, P.B.,  Morganti, M., Papanicolaou, C., Pellegrino, C., Prota, A., and Zuccarino, L. Performance  assessment of Basalt FRCM for retrofit applications on masonry. Compos. Part B (2017) 128:1-18.  &lt;br /&gt;
&lt;br /&gt;
[13]  Bellini, A., Bovo, M. and Mazzotti, C. Experimental and numerical evaluation of fiber- matrix interface behaviour of different FRCM systems. Compos. Part B (2019) 161:411-426.  &lt;br /&gt;
&lt;br /&gt;
[14]  Faella, C., Martinelli, E., Nigro, E. and Paciello, S. Shear capacity of masonry walls  externally  strengthened  by  a  cement-based  composite  material:  an  experimental  campaign. Constr. Build. Mater. (2010) 25:4403–4414.  &lt;br /&gt;
&lt;br /&gt;
[15]  Babaeidarabad, S., De Caso, F. and Nanni, A. URM Walls Strengthened with Fabric- Reinforced  Cementitious  Matrix  Composite  Subjected  to  Diagonal  Compression.  J.  Compos.  Constr.  (2014)  18:04013045.  https://doi.org/10.1061/(ASCE)CC.1943-5614.0000441.  &lt;br /&gt;
&lt;br /&gt;
[16]  Ferretti,  F.,  Incerti,  A.,  Ferracuti,  B.  and  Mazzotti,  C.  FRCM  strengthened  masonry panels: the role of mechanical anchorages and symmetric layouts. Key Eng. Mater. (2017) 747:334–341. &lt;br /&gt;
&lt;br /&gt;
[17]  Incerti, A. Tilocca, A.R., Ferretti, F. and Mazzotti, C. Influence of masonry texture on the  shear strength of FRCM reinforced panels. In: R. Aguilar et al. (Eds.): Structural Analysis  of Historical Constructions, RILEM Bookseries 18 (2019), pp. 1623-1631.  &lt;br /&gt;
&lt;br /&gt;
[18] Ferretti, F., Incerti, A., Tilocca, A.R. and Mazzotti, C. In-Plane Shear Behavior of Stone  Masonry Panels Strengthened through Grout Injection and Fiber Reinforced Cementitious  Matrices. Int. J. Archit Herit. (2019). https://doi.org/10.1080/15583058.2019.1675803.  &lt;br /&gt;
&lt;br /&gt;
[19] Incerti A., Ferretti F. and Mazzotti C. FRCM strengthening systems efficiency on the shear  behavior  of  pre-damaged  masonry  panels:  an  experimental  study.  J.  Build.  Pathol.  Rehabil. (2019) 4:14. https://doi.org/10.1007/s41024-019-0053-9.  &lt;br /&gt;
&lt;br /&gt;
[20] Ferretti F., Incerti A., Ferracuti B., Mazzotti C. FRCM strengthened masonry panels: the  role of mechanical anchorages and symmetric layouts. Key Eng. Mater. (2017) 747:334– 341.  &lt;br /&gt;
&lt;br /&gt;
[21] Del Zoppo M., Di Ludovico M., Prota A. Analysis of FRCM and CRM parameters for the in-plane shear strengthening of different URM types. Compos. B Eng. (2019) 171:20–33.  &lt;br /&gt;
&lt;br /&gt;
[22] ASTM  E519−15.  Standard  test  method  for  diagonal  tension  (shear)  in  masonry assemblages 2015:4–8. https://doi.org/10.1520/E0519.  &lt;br /&gt;
&lt;br /&gt;
[23] RILEM LUMB6. Diagonal tensile strength tests of small wall specimens. RILEM TC-76  LUM (1991).  &lt;br /&gt;
&lt;br /&gt;
[24] EN 772-1. Methods of test for masonry units - Part 1: Determination of compressive  strength (2011).  &lt;br /&gt;
&lt;br /&gt;
[25] EN 12390-6:2009. Testing hardened concrete - Part 6: Tensile splitting strength of test specimen (2009).  &lt;br /&gt;
&lt;br /&gt;
[26] EN 12390-5:2009. Testing hardened concrete - Part 5: Flexural strength of test specimens  (2009).  &lt;br /&gt;
&lt;br /&gt;
[27] EN 12390-13. Testing hardened concrete - Determination of secant modulus of elasticity in compression (2013).  &lt;br /&gt;
&lt;br /&gt;
[28] EN  1015-11:1999/A1:2006.  Methods  of  test  for  mortar  for  masonry  -  Part  11: Determination of flexural and compressive strength of hardened mortar (2006).  &lt;br /&gt;
&lt;br /&gt;
[29] Frocht, M. Recent advances in photoelasticity. ASME Trans (1931) 55:135–53.  &lt;br /&gt;
&lt;br /&gt;
[30] Yokel, F.Y. and Fattal, S.G. A Failure hypothesis for masonry shearwalls. J. Struct. Div.  - ASCE (1976) 102:515–32.  &lt;br /&gt;
&lt;br /&gt;
[31] 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). National Research Council (CNR) (2018).&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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