http://www.colloquiam.com/wd/index.php?action=history&feed=atom&title=Liu_et_al_2025c 2026-05-11T02:03:38Z Revision history for this page on the wiki MediaWiki 1.27.0-wmf.10 http://www.colloquiam.com/wd/index.php?title=Liu_et_al_2025c&diff=327824&oldid=prev 2025-11-27T09:49:07Z

<p>Scipediacontent moved page <a href="/public/Review_261998744960" class="mw-redirect" title="Review 261998744960">Review 261998744960</a> to <a href="/public/Liu_et_al_2025c" title="Liu et al 2025c">Liu et al 2025c</a></p> <table class="diff diff-contentalign-left" data-mw="interface"> <tr style='vertical-align: top;' lang='en'> <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 09:49, 27 November 2025</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

Scipediacontent http://www.colloquiam.com/wd/index.php?title=Liu_et_al_2025c&diff=327792&oldid=prev 2025-11-27T08:51:17Z

<p>JSanchez moved page <a href="/public/Draft_Sanchez_Pinedo_588845875" class="mw-redirect" title="Draft Sanchez Pinedo 588845875">Draft Sanchez Pinedo 588845875</a> to <a href="/public/Review_261998744960" class="mw-redirect" title="Review 261998744960">Review 261998744960</a></p> <table class="diff diff-contentalign-left" data-mw="interface"> <tr style='vertical-align: top;' lang='en'> <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 08:51, 27 November 2025</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

JSanchez http://www.colloquiam.com/wd/index.php?title=Liu_et_al_2025c&diff=327791&oldid=prev 2025-11-27T08:51:15Z

<p>Created page with &quot; == Abstract == &lt;p&gt;This study evaluates the flexural behavior of an Ultra high performance fiber-reinforced concrete (UHPFRC) slab through experimental and Finite Element Met...&quot;</p> <p><b>New page</b></p><div><br /> == Abstract ==<br /> <br /> &lt;p&gt;This study evaluates the flexural behavior of an Ultra high performance fiber-reinforced concrete (UHPFRC) slab through experimental and Finite Element Method (FEM) analytical investigations. A full-size U-UHPFRC bridge deck specimen serves as a reference for the research. A nonlinear FEM is put forward to link material characteristics, failure mode, and bearing capacity of U-UHPFRC decks, considering the failure behavior with different impact parameters of reinforcement ratio, thickness and side ratio. The flexural performance calculation formula for UHPFRC slabs was derived using three failure modes. The results indicate that this method can effectively predict the load transfer and distribution patterns of UHPFRC thin slabs, providing a reference range for the reinforcement ratio, thickness and long-short side ratio in UHPFRC one-way or two-way slabs. These research results can optimize the crack resistance and toughness of thin UHPFRC decks, improve durability, and appropriately reduce carbon emissions. It is suitable for bridges or special structures with higher load requirements and provides theoretical support for the full-life operation and development of UHPFRC components.OPEN ACCESS Received: 31/05/2025 Accepted: 10/07/2025 Published: 27/11/2025&lt;/p&gt;<br /> <br /> <br /> <br /> == Document ==<br /> &lt;pdf&gt;Media:Draft_Sanchez Pinedo_588845875-2918-document.pdf&lt;/pdf&gt;</div>

JSanchez