Experimental and numerical study of eccentrically loaded UHPFRC slender columns

This study investigates experimentally and numerically the behavior of slender Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) columns under eccentric axial load. The experimental results were compared with the provisions of ACI 318-19, EC-2, and ECP-203-2020 to assess the existing code de...

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Bibliographic Details
Main Authors: Ahmed M. Yousef, Hamed S. Askar, Nada O. Halawa
Format: Article
Language:English
Published: Elsevier 2025-09-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025025435
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