Predictive model of back-wall overpressure behind a cantilever wall

Author:

Xie Quanmin123ORCID,Nian Xinzhe145ORCID,Zhou Hui1,Wu Jianyuan1

Affiliation:

1. State Key Laboratory of Precision Blasting, Jianghan University 1 , Wuhan 430056, China

2. Hubei Key Laboratory of Blasting Engineering, Jianghan University 2 , Wuhan 430056, China

3. Hubei (Wuhan) Institute of Explosion and Blasting Technology, Jianghan University 3 , Wuhan 430056, China

4. Huzhou Vocational and Technical College 4 , Huzhou 313002, China

5. Huzhou Key Laboratory of Green Building Technology 5 , Huzhou 313000, China

Abstract

To reduce the hazards posed by blast shock waves, important potential targets are usually shielded by cantilever walls. The main factor that indicates whether there is damage is the back-wall overpressure, and of concern here is predicting the back-wall overpressure behind a rigid cantilever wall. This was measured in full-scale blast experiments using 20 kg of trinitrotoluene (TNT) located on the ground, and the experimental data reveal how the cantilever wall mitigates the shock wave. A 3D numerical model was established to determine how the wall size influences the diffraction of the shock wave and the peaks and attenuation of the back-wall overpressure. Based on the numerical results and dimensional analysis, a model is proposed that provides an effective means of predicting the back-wall overpressure rapidly from the TNT equivalent, the standoff distance, and the height of the wall.

Funder

Key R&D Projects in Hubei Province

Innovative Group Project of Hubei Natural Science Foundation

2022 Scientific Research Starting Foundation for Doctors of Hubei (Wuhan) Institute of Explosion and Blasting Technology

2023 Wuhan Knowledge Innovation Special Basic Research Project

National Natural Science Foundation of China

Publisher

AIP Publishing

Subject

General Physics and Astronomy

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