Stiffness analysis of partially-filled narrow steel box-UHPC composite beams under negative bending moment

ObjectivesThis study investigates the flexural performance of partially-filled narrow steel box-UHPC (ultra-high performance concrete) composite beams under negative bending moment, static load tests were conducted on nine composite beams with varying steel fiber contents, reinforcement ratios, and...

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Bibliographic Details
Main Authors: MO Shixu, CHAI Longjie, ZHENG Yan, HUANG Yijun, TAN Xinning
Format: Article
Language:zho
Published: Academic Publishing Center of HPU 2025-03-01
Series:河南理工大学学报. 自然科学版
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Online Access:http://xuebao.hpu.edu.cn/info/11197/96070.htm
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