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Ayub et al 2026a - Revision history
2026-06-11T05:05:36Z
Revision history for this page on the wiki
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Scipediacontent at 07:49, 4 June 2026
2026-06-04T07:49:10Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 07:49, 4 June 2026</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td></tr>
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Scipediacontent
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Scipediacontent: Scipediacontent moved page Review 627330519584 to Ayub et al 2026a
2026-05-04T09:15:08Z
<p>Scipediacontent moved page <a href="/public/Review_627330519584" class="mw-redirect" title="Review 627330519584">Review 627330519584</a> to <a href="/public/Ayub_et_al_2026a" title="Ayub et al 2026a">Ayub et al 2026a</a></p>
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<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 09:15, 4 May 2026</td>
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Scipediacontent
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Scipediacontent at 09:14, 4 May 2026
2026-05-04T09:14:56Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 09:14, 4 May 2026</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Abstract ==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Abstract ==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><p><del class="diffchange diffchange-inline">The consensus control problem to be discussed in this paper is concerned with nonlinear multi</del>-<del class="diffchange diffchange-inline">agent systems with unknown dynamics</del>, <del class="diffchange diffchange-inline">unknown fractions</del>, <del class="diffchange diffchange-inline">time</del>-<del class="diffchange diffchange-inline">varying delays, </del>and <del class="diffchange diffchange-inline">input saturation limits</del>. <del class="diffchange diffchange-inline">In order to address these difficulties, </del>an <del class="diffchange diffchange-inline">adaptive control system is established, </del>incorporating <del class="diffchange diffchange-inline">a recurrent general type</del>-<del class="diffchange diffchange-inline">2 fuzzy neural network (RGT2FNN) </del>with a <del class="diffchange diffchange-inline">biogeography</del>-<del class="diffchange diffchange-inline">based optimization (BBO) algorithm</del>. <del class="diffchange diffchange-inline">The RGT2FNN is used </del>to <del class="diffchange diffchange-inline">model nonlinear functions </del>that <del class="diffchange diffchange-inline">are not known offline</del>, and the <del class="diffchange diffchange-inline">BBO algorithm also optimizes </del>the <del class="diffchange diffchange-inline">parameters of the fuzzy network </del>and <del class="diffchange diffchange-inline">performs offline identification </del>of <del class="diffchange diffchange-inline">the fractional order by minimizing multi-step model prediction error</del>. <del class="diffchange diffchange-inline">In order </del>to <del class="diffchange diffchange-inline">make </del>the <del class="diffchange diffchange-inline">model more resistant </del>to <del class="diffchange diffchange-inline">modeling uncertainties</del>, <del class="diffchange diffchange-inline">time-varying delays</del>, and <del class="diffchange diffchange-inline">actuator saturation effects</del>, <del class="diffchange diffchange-inline">a LMI</del>-based <del class="diffchange diffchange-inline">compensator is proposed to ensure </del>the <del class="diffchange diffchange-inline">stability </del>of <del class="diffchange diffchange-inline">the closed</del>-<del class="diffchange diffchange-inline">loop. Lyapunov analysis guarantees </del>the <del class="diffchange diffchange-inline">boundedness of consensus errors</del>. The <del class="diffchange diffchange-inline">simulation findings prove that the suggested methodology can attain an accurate consensus tracking </del>and <del class="diffchange diffchange-inline">strong performance when the uncertainties are harsh</del>, <del class="diffchange diffchange-inline">the delays may change </del>with <del class="diffchange diffchange-inline">time, </del>and the <del class="diffchange diffchange-inline">limits </del>of <del class="diffchange diffchange-inline">input saturation are taken into account.OPEN ACCESS Received: 06/01/2026 Accepted: 16/03/2026</del></p></div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><p><ins class="diffchange diffchange-inline">Ultra</ins>-<ins class="diffchange diffchange-inline">high-performance concrete (UHPC) offers superior mechanical</ins></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div> </div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">performance but remains limited by high cement content</ins>, <ins class="diffchange diffchange-inline">sustainability</ins></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div> </div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">concerns</ins>, <ins class="diffchange diffchange-inline">and the lack of reliable constitutive models capable of capturing its full stress–strain response including pre</ins>-<ins class="diffchange diffchange-inline">peak </ins>and <ins class="diffchange diffchange-inline">post-peak</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">behaviour</ins>. <ins class="diffchange diffchange-inline">This study presents </ins>an <ins class="diffchange diffchange-inline">integrated experimental and constitutive modelling investigation of UHPC </ins>incorporating <ins class="diffchange diffchange-inline">ultra</ins>-<ins class="diffchange diffchange-inline">fine waste</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">glass powder, micro silica, fly ash, and different fibre reinforcement.</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">Two UHPC mix designs </ins>with a <ins class="diffchange diffchange-inline">water</ins>-<ins class="diffchange diffchange-inline">to-cementitious material ratio of</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">0</ins>.<ins class="diffchange diffchange-inline">20 were developed, yielding 24 independent mixtures. Cement was</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">partially replaced with 20% ultra-fine waste glass powder and combined with either micro silica or fly ash. Fibre reinforcement was introduced independently using 2% straight steel fibres and 1.5% crimped</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">polypropylene fibres </ins>to <ins class="diffchange diffchange-inline">evaluate flowability, viscosity, uniaxial compressive strength, modulus of elasticity, splitting tensile strength, flexural</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">strength and drying shrinkage behaviour. Experimental results demonstrate </ins>that <ins class="diffchange diffchange-inline">UHPC with micro silica</ins>, <ins class="diffchange diffchange-inline">UFWGP </ins>and <ins class="diffchange diffchange-inline">steel fibres, prepared</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">following </ins>the <ins class="diffchange diffchange-inline">ACI 239 R-18 mix design, achieved </ins>the <ins class="diffchange diffchange-inline">highest 28 days</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">compressive, splitting tensile </ins>and <ins class="diffchange diffchange-inline">flexural strength </ins>of <ins class="diffchange diffchange-inline">144</ins>.<ins class="diffchange diffchange-inline">8, 12.8 and</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">36.1 MPa, respectively. Steel fibre-reinforced mixes exhibited up to a 42%</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">increase in compressive strength and significantly enhanced post-peak</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">ductility compared </ins>to the <ins class="diffchange diffchange-inline">control mix (without fibre). Crimped Polypropylene fibre-reinforced UHPC attained compressive strength up </ins>to</div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">129.7 MPa</ins>, <ins class="diffchange diffchange-inline">provided improved strain capacity</ins>, and <ins class="diffchange diffchange-inline">effectively reduced</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">drying shrinkage</ins>, <ins class="diffchange diffchange-inline">highlighting their suitability for crack control and deformation mitigation. The incorporation of UFWGP consistently improved</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">flowability, reduced viscosity, and enhanced mechanical performance,</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">while fly ash improved rheological behaviour but resulted in lower earlyage strength compared to micro silica</ins>-based <ins class="diffchange diffchange-inline">mixes. To capture </ins>the <ins class="diffchange diffchange-inline">compressive response </ins>of <ins class="diffchange diffchange-inline">UHPC, an elasto</ins>-<ins class="diffchange diffchange-inline">damage model previously proposed</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">by Khan and Zahra was reformulated by recalibrating </ins>the <ins class="diffchange diffchange-inline">compression</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">damage parameter (β) using experimentally derived and literature based</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">compressive strength and elastic modulus</ins>. The <ins class="diffchange diffchange-inline">proposed model reproduces both pre-peak </ins>and <ins class="diffchange diffchange-inline">post-peak stress–strain behaviour</ins>, with <ins class="diffchange diffchange-inline">prediction errors generally within ±7% of experimental results ranging from 72.4</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">to 148.5 MPa. The findings provide robust experimental evidence </ins>and <ins class="diffchange diffchange-inline">a</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">validated constitutive framework for </ins>the <ins class="diffchange diffchange-inline">sustainable design and structural</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">application </ins>of <ins class="diffchange diffchange-inline">UHPC</ins></p></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><pdf>Media:Review_627330519584_4041_TSP_RIMNI_77623.pdf</pdf></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><pdf>Media:Review_627330519584_4041_TSP_RIMNI_77623.pdf</pdf></div></td></tr>
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Scipediacontent
https://www.scipedia.com/wd/index.php?title=Ayub_et_al_2026a&diff=331111&oldid=prev
Scipediacontent at 09:11, 4 May 2026
2026-05-04T09:11:02Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 09:11, 4 May 2026</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>== Document ==</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><pdf>Media:<del class="diffchange diffchange-inline">Draft_content_881262950-4942-document</del>.pdf</pdf></div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><pdf>Media:<ins class="diffchange diffchange-inline">Review_627330519584_4041_TSP_RIMNI_77623</ins>.pdf</pdf></div></td></tr>
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Scipediacontent: Scipediacontent moved page Draft content 881262950 to Review 627330519584
2026-05-04T08:43:08Z
<p>Scipediacontent moved page <a href="/public/Draft_content_881262950" class="mw-redirect" title="Draft content 881262950">Draft content 881262950</a> to <a href="/public/Review_627330519584" class="mw-redirect" title="Review 627330519584">Review 627330519584</a></p>
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<td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 08:43, 4 May 2026</td>
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Scipediacontent: Created page with " == Abstract == <p>The consensus control problem to be discussed in this paper is concerned with nonlinear multi-agent systems with unknown dynamics, unknown fractions, time-..."
2026-05-04T08:43:06Z
<p>Created page with " == Abstract == <p>The consensus control problem to be discussed in this paper is concerned with nonlinear multi-agent systems with unknown dynamics, unknown fractions, time-..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
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<p>The consensus control problem to be discussed in this paper is concerned with nonlinear multi-agent systems with unknown dynamics, unknown fractions, time-varying delays, and input saturation limits. In order to address these difficulties, an adaptive control system is established, incorporating a recurrent general type-2 fuzzy neural network (RGT2FNN) with a biogeography-based optimization (BBO) algorithm. The RGT2FNN is used to model nonlinear functions that are not known offline, and the BBO algorithm also optimizes the parameters of the fuzzy network and performs offline identification of the fractional order by minimizing multi-step model prediction error. In order to make the model more resistant to modeling uncertainties, time-varying delays, and actuator saturation effects, a LMI-based compensator is proposed to ensure the stability of the closed-loop. Lyapunov analysis guarantees the boundedness of consensus errors. The simulation findings prove that the suggested methodology can attain an accurate consensus tracking and strong performance when the uncertainties are harsh, the delays may change with time, and the limits of input saturation are taken into account.OPEN ACCESS Received: 06/01/2026 Accepted: 16/03/2026</p><br />
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== Document ==<br />
<pdf>Media:Draft_content_881262950-4942-document.pdf</pdf></div>
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