Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite

PAN Chong; XIE Quanmin; SUN Jinshan; ZHOU Hui; PANG Chaolai; MA Jun

doi:10.11858/gywlxb.20251094

Volume 39 Issue 12

Dec 2025

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Chinese Journal of High Pressure Physics > 2025 > 39(12): 124102.

PAN Chong, XIE Quanmin, SUN Jinshan, ZHOU Hui, PANG Chaolai, MA Jun. Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite[J]. Chinese Journal of High Pressure Physics, 2025, 39(12): 124102. doi: 10.11858/gywlxb.20251094

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PAN Chong, XIE Quanmin, SUN Jinshan, ZHOU Hui, PANG Chaolai, MA Jun. Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite[J]. Chinese Journal of High Pressure Physics, 2025, 39(12): 124102. doi: 10.11858/gywlxb.20251094

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Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite

doi: 10.11858/gywlxb.20251094

1.
State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, Hubei, China
2.
China Railway 12th Bureau Group Second Engineering Co., Ltd., Taiyuan 030032, Shanxi, China

Received Date: 19 May 2025
Rev Recd Date: 13 Jun 2025

Available Online: 19 Jun 2025

Issue Publish Date: 05 Dec 2025

Abstract

Abstract

To investigate the dynamic mechanical properties of early-age concrete-mudstone composites under impact loading, split Hopkinson pressure bar (SHPB) tests integrated with a high-speed camera were conducted on composite specimens with curing ages of 1, 3, and 7 d. Digital image correlation (DIC) technology was employed to analyze the evolution of displacement and strain fields, systematically revealing the dynamic damage and failure characteristics of the composites. The test results indicate that as the strain rate increases, the composite specimens exhibit significant strain rate dependence across all curing ages, and their dynamic strength growth follows a logarithmic function model. The energy dissipation density increases linearly with incident energy. DIC measurements show that the maximum surface displacements of the 1, 3, and 7 d specimens are 1.564, 1.196, and 0.924 mm, respectively, with corresponding maximum strains of 1.886%, 1.352%, and 1.184%. This study elucidates the dynamic mechanical behavior and damage-failure mechanisms of early-age concrete-mudstone composites under impact loading, providing a theoretical foundation for damage prevention and control in surrounding rock-initial support structures during tunnel blasting construction.
- concrete-mudstone composite,
- early-age,
- split Hopkinson pressure bar (SHPB),
- dynamic mechanical properties,
- dissipated energy density,
- digital image correlation

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References(30)

References

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Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite

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Impact Dynamic Characteristics and Damage Features of Early-Age Concrete-Mudstone Composite

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