<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">JARD</journal-id><journal-title-group><journal-title>Journal of Architectural Research and Development</journal-title></journal-title-group><issn>2208-3529</issn><eissn>2208-3537</eissn><publisher><publisher-name>Bio-Byword Scientific Publishing Pty. Ltd.</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26689/jard.v9i5.12103</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>Experimental Study on Shear Mechanical Properties of Light Composite Bridge in Bending Moment Zone</title><url>https://artdesignp.com/journal/JARD/9/5/10.26689/jard.v9i5.12103</url><author>ZhangHan,DengShuwen</author><pub-date pub-type="publication-year"><year>2025</year></pub-date><volume>9</volume><issue>5</issue><history><date date-type="pub"><published-time>2025-09-26</published-time></date></history><abstract>This study conducted shear resistance tests on steel-UHPC composite beams, focusing on structural stiffness changes during the test process, strain analysis of UHPC panels, internal reinforcement bars, steel structures, and shear connectors, as well as the failure processes and modes of UHPC panels and the structure. Through theoretical analysis, the contribution of UHPC panels to the overall vertical shear resistance capability was clarified. A shear load-bearing capacity calculation method was established, thereby considering the combined beam shear bearing capacity calculation formula of the UHPC panel and the steel beam web.</abstract><keywords/></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>Zhang Z, Deng K, Xu T, 2020, Research Progress on Prefabricated Concrete Bridge Structures in 2019. Journal of Civil and Environmental Engineering: Chinese and English Edition, 221(05): 187–195.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B2" content-type="article"><label>2</label><element-citation publication-type="journal"><p>Shao X, Zhang H, Li J, et al., 2020, Study on Shear Resistance of Steel-Ultra-Thin UHPC Lightweight Composite Bridge Deck Short Reinforcement Connectors. Journal of Civil Engineering, 53(1): 39–51.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B3" content-type="article"><label>3</label><element-citation publication-type="journal"><p>Zhu J, Wang Y, Guo X, et al., 2020, Study on Shear Resistance Performance of Steel-UHPC Corrugated Composite Beams. Journal of Highway Science and Technology, China, 33(11): 169.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B4" content-type="article"><label>4</label><element-citation publication-type="journal"><p>AFGC-SETRA, 2016, National Addition to Eurocode 2-Design of Concrete Structures: Specific Rules for Ultra High Performance Fibre-Reinforced Concrete (UHPFRC). AFNOR, 2016: 99–121.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
