BESOMBES et al 2021a - Revision history

Materiales.Compuestos at 20:15, 28 November 2022

2022-11-28T20:15:13Z

Materiales.Compuestos at 20:11, 28 November 2022

2022-11-28T20:11:36Z

Scipediacontent at 16:24, 7 May 2022

2022-05-07T16:24:07Z

Scipediacontent at 16:22, 7 May 2022

2022-05-07T16:22:02Z

Scipediacontent at 14:05, 7 May 2022

2022-05-07T14:05:17Z

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Scipediacontent: Scipediacontent moved page Draft Content 464357183 to BESOMBES et al 2021a

2022-03-31T19:26:33Z

Scipediacontent moved page Draft Content 464357183 to BESOMBES et al 2021a

Scipediacontent: Created page with "== Abstract == The main focus of the actual research work was to define and study an emerging effective manufacturing process of producing natural fibers. It is also to inser..."

2022-03-31T19:26:30Z

Created page with "== Abstract == The main focus of the actual research work was to define and study an emerging effective manufacturing process of producing natural fibers. It is also to inser..."

New page

== Abstract ==

The main focus of the actual research work was to define and study an emerging effective manufacturing process of producing natural fibers. It is also to insert them within the mortar or cement to preserve their mechanical behavior in terms of toughness, ductility, resistance... while extending their bending amortization following their possible rupture. Our objectives have been to:

define a new process for manufacturing high quality long natural fibers using Instant Controlled Pressure-Drop DIC - assisted "organosolv";
design and build a specific laboratory-scale TRIPOLIUM DIC reactor devoted to such an operation by coupling the solvent treatment of various natural materials and DIC;
identify correlations between the specificities of such natural fibers and the characteristics of the mortars intending to reinforce their anti-seismic aspect and behavior by inducing a non-linear large-time post-cracking behavior able to absorb the main amounts of breakage energy prior to collapse.

The analysis of the mechanical behavior of the NATURAL FIBER REINFORCED MORTARS (NFRMs) was achieved in a well-detailed manner. Fiber distribution and fiber orientation were approached as the most critical parameters. The geometry of the structure shall ultimately dictate the NFRM composition that provides the best behavior for which fiber reinforcement is designed.
Thus, this objective of producing Natural Fiber Reinforced Mortar (NFRM) should allow defining an interesting basis of seismic-resistant architecture.

== Full document ==
<pdf>Media:Draft_Content_464357183native-articles-475.pdf</pdf>

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-'' [[Image:BESOMBES_et_al_2021a-image5.jpeg|600px]] ''</div>
+ [[Image:BESOMBES_et_al_2021a-image5.jpeg|600px]] </div>
 <div class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-''Figure (1): Flax fibers supplied by Saneco.''</div>
+<span style="text-align: center; font-size: 75%;">'''Figure 1.''' Flax fibers supplied by Saneco.</span></div>
 ==='''2.1''' First experimental design===
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 Fiber reinforced mortar:
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 {|
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 | [[Image:BESOMBES_et_al_2021a-image10.jpeg|center|300px]]
 |}
+</div>
 Free-fiber mortar:
+<div class="center" style="width: auto; margin-left: auto; margin-right: auto;">
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 | [[Image:BESOMBES_et_al_2021a-image12.jpeg|center|396px]]
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+</div>
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 <div id="_Toc519091631" class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-<span style="text-align: center; font-size: 75%;">'''Table 4.''' Parameters estimation for CCD design experiments during three-point flexural test of flax fiber reinforced mortar</span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 5.''' Parameters estimation for CCD design experiments during three-point flexural test of flax fiber reinforced mortar</span></div>
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-<span style="text-align: center; font-size: 75%;">'''Table 3.''' Results of the tests, points 1 to 14 and NF for mortar non-reinforced by fiber</span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 6.''' Results of the tests, points 1 to 14 and NF for mortar non-reinforced by fiber</span></div>
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 ==1 Introduction==
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-<span style="text-align: center; font-size: 75%;">'''Table 1.''' The 5 levels of each factor of 1/ length and 2/ concentration per layer.</span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 1.''' The 5 levels of each factor of 1/ length and 2/ concentration per layer</span></div>
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-<span style="text-align: center; font-size: 75%;">'''Table 3.''' The 5 levels of each factor of 1/ length and 2/ concentration per sample.</span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 3.''' The 5 levels of each factor of 1/ length and 2/ concentration per sample</span></div>
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 <div class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-<span style="text-align: center; font-size: 75%;">'''Figure 4.''' Scheme and images of 3-point Flexure Test unit</span></div>
+<span style="text-align: center; font-size: 75%;">'''Figure 4.''' Scheme and images of 3-point Flexure Test unit.</span></div>
 The responses were 1/ the bending time (s) and 2/ the strength (kN), and 3/ the stress (MPa).
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 <div class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-<span style="text-align: center; font-size: 75%;">'''Table 3.''' Results of the different tests achieved using various conventional (fiber-free mortar) and fiber-reinforced mortar. </span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 3.''' Results of the different tests achieved using various conventional (fiber-free mortar) and fiber-reinforced mortar</span></div>
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 <div id="_Toc519091631" class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-<span style="text-align: center; font-size: 75%;">'''Table 4.''' Parameters estimation for CCD design experiments during three-point flexural test of flax fiber reinforced mortar.</span></div>
+<span style="text-align: center; font-size: 75%;">'''Table 4.''' Parameters estimation for CCD design experiments during three-point flexural test of flax fiber reinforced mortar</span></div>
 {| style="width: 100%;border-collapse: collapse;"

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-  [[Image:BESOMBES_et_al_2021a-image13.png|600px]] </div>
+  [[Image:BESOMBES_et_al_2021a_3066_besombes_fig5.png|600px]] </div>
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-  [[Image:BESOMBES_et_al_2021a-image14-c.png|600px]] </div>
+  [[Image:BESOMBES_et_al_2021a_4942_besombes_fig6.png|600px]] </div>
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- [[Image:BESOMBES_et_al_2021a-image6.png|444px]]  [[Image:BESOMBES_et_al_2021a-image7.jpeg|240px]]  [[Image:BESOMBES_et_al_2021a-image8.jpeg|282px]] </div>
+{|
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