Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification
Civil Engineering|更新时间:2025-11-14
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Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification
“In the field of U-shaped steel-concrete composite beams, experts have proposed limit values for the width to thickness ratio of outsourced steel plate components through experiments and finite element analysis, which are more in line with actual stress performance and fully utilize structural advantages.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 66-77(2025)
作者机构:
1.重庆大学,土木工程学院,重庆 400045
2.重庆大学,山地城镇建设与新技术教育部重点试验室,重庆 400045
作者简介:
CHENG Rui (1977- ), PhD, associate professor, main research interests: steel structures and composite structures, E-mail: chengrui@cqu.edu.cn.
CHENG Rui,YU Yuanlin,ZHANG Jiayu,et al.Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification[J].Journal of Civil and Environmental Engineering,2025,47(04):66-77.
CHENG Rui,YU Yuanlin,ZHANG Jiayu,et al.Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification[J].Journal of Civil and Environmental Engineering,2025,47(04):66-77. DOI: 10.11835/j.issn.2096-6717.2023.063.
Width-thickness ratio limit of outer steel plate of steel-concrete composite beam with U-section based on section classification