Abstract
Renowned for its high strength, durability, and excellent flowability, ultra-high-performance concrete (UHPC ) is widely applied to lightweight thin-walled structures. However, its complex flow characteristics during pouring can easily cause pouring defects. To this end, a CFD numerical simulation framework was constructed based on the Herschel-Bulkley (H-B) rheological model to analyze the flow behavior of UHPC in thin-walled shells with complex cavities. Firstly, model parameters were calibrated by L-box tests to verify the simulation accuracy. The results show that simulation errors for the flow time and flow profile are within 1.0%‒7.2%, demonstrating that the H-B model can effectively capture UHPC ’s non-Newtonian characteristics. Subsequently, for a large bridge cap beam shell, point-pouring schemes (2,4, and 8 points ) and face-pouring schemes (2,4, and 8 faces ) were simulated, and a VOF multiphase flow model was employed to track the flow front, pressure distribution, and filling rate. Simulation results indicate a two-stage filling process:a rapid growth stage (a filling rate below 90%) and a slow growth stage. Increasing the number of pouring points/faces enhances spreading capacity and reduces stagnation zones. Face-pouring schemes outperform point-pouring schemes, and the 8-face configuration achieves a filling rate above 99%, markedly improving pouring efficiency and reducing air evacuation resistance. The research results provide a reference for optimizing UHPC pouring processes in thin-walled structures.
Publication Date
10-29-2026
DOI
10.14048/j.issn.1671-2579.2026.05.012
First Page
114
Last Page
123
Submission Date
October 2026
Recommended Citation
Yingtao, Yang; Yajun, Yin; Jianxin, Zhou; and Xu, Lei
(2026)
"CFD numerical simulation of UHPC pouring process in thin‑walled shells with complex cavities,"
Journal of China & Foreign Highway: Vol. 46:
Iss.
5, Article 12.
DOI: 10.14048/j.issn.1671-2579.2026.05.012
Available at:
https://zwgl1980.csust.edu.cn/journal/vol46/iss5/12
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