Experimental and computational research on the shear performance of partially filled narrow-width steel box-UHPC-combined girders under negative moment action

• Main Authors: Liu, Shuai, Wang, Bohan, Zheng, Yan, Mo, Shixu, Zhang, Qiyu, Zhou, Peixuan
• Other Authors: School of Social Sciences
• Format: Article
• Language: English
• Published: 2024
• Subjects: Social Sciences; Steel box composite beam; Shear resistance
• Online Access: https://hdl.handle.net/10356/173832
• Institution: Nanyang Technological University

To examine the vertical shear behavior of narrow-width steel box-UHPC (Ultra-High Performance Concrete) composite beams with partial filling under negative bending moments, a total of six test beams were created and constructed in this study. The variables considered during the design and fabricatio...