Validation of the Pull-Back Method for Dynamic Tensile Strength Characterization in Unidirectional Reinforced Concrete

Validation of the Pull-Back Method for Dynamic Tensile Strength Characterization in Unidirectional Reinforced Concrete

The pull-back method for determining dynamic tensile strength assumes one-dimensional stress wave propagation and material homogeneity. This study validates these assumptions for unidirectional reinforced concrete (UDRC) through experiments and numerical simulations. Split Hopkinson pressure bar tes...

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Bibliographic Details
Main Authors: Xinlu Yu, Junfeng Zhang, Junhui Gu
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Applied Sciences
Subjects:
dynamic tensile strength
spalling
pull-back method
reinforced concrete
digital image correlation
strain rate effects
Online Access:https://www.mdpi.com/2076-3417/15/15/8369
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