Full-scale test and numerical study on seismic performance of bridge piers with 650 MPa grade steel bars

This study employs full-scale pseudo-static cyclic tests and advanced numerical simulations to investigate the mechanical behavior and seismic performance of concrete columns reinforced with 650MPa-grade high-strength steel bars. Monotonic tensile testing demonstrates that HRB650E steel bars exhibit...

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Bibliographic Details
Main Authors: Yong Li, Dezhang Sun, Junwu Dai, Yuxuan Peng, Dali Fang, Tao Jiang, Hongyu Lei
Format: Article
Language:English
Published: Elsevier 2025-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509525007673
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