https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Liu_et_al_2025aLiu et al 2025a - Revision history2026-05-31T17:04:16ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Liu_et_al_2025a&diff=331504&oldid=prevScipediacontent: Scipediacontent moved page Draft content 881221694 to Liu et al 2025a2026-05-21T07:37:08Z<p>Scipediacontent moved page <a href="/public/Draft_content_881221694" class="mw-redirect" title="Draft content 881221694">Draft content 881221694</a> to <a href="/public/Liu_et_al_2025a" title="Liu et al 2025a">Liu et al 2025a</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 07:37, 21 May 2026</td>
</tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div>
</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Liu_et_al_2025a&diff=331503&oldid=prevScipediacontent: Created page with " == Abstract == <p>This study evaluates the flexural behavior of an Ultra high performance fiber-reinforced concrete (UHPFRC) slab through experimental and Finite Element Met..."2026-05-21T07:37:05Z<p>Created page with " == Abstract == <p>This study evaluates the flexural behavior of an Ultra high performance fiber-reinforced concrete (UHPFRC) slab through experimental and Finite Element Met..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
<br />
<p>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</p><br />
<br />
<br />
<br />
== Document ==<br />
<pdf>Media:Draft_content_881221694-9803-document.pdf</pdf></div>Scipediacontent