Coupled Analysis of Reinforced Concrete Building under Surface Blast
Publication: Practice Periodical on Structural Design and Construction
Volume 28, Issue 4
Abstract
A three-dimensional (3D) model of a six-story building subjected to a surface blast is analyzed using the coupled numerical approach. The simulation incorporates the explosion process, shock wave propagation through air and soil medium, shock wave structure interaction, and structure response in a single model to study the soil–structure-interaction effect on the blast response of the building. The coupled analysis is implemented with the help of the coupled Eulerian–Lagrangian scheme. The study shows that soil type has a significant effect on the surface-blast-induced response of the building. Further, validity of the uncoupled analysis is investigated, as it takes much less computational time than the coupled analysis. The uncoupled analysis is found valid for greater standoff distance, while the fully coupled analysis is to be performed in the near blast situation.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
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© 2023 American Society of Civil Engineers.
History
Received: Dec 7, 2022
Accepted: Jun 20, 2023
Published online: Aug 4, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 4, 2024
ASCE Technical Topics:
- Analysis (by type)
- Blasting effects
- Buildings
- Concrete
- Continuum mechanics
- Coupling
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Materials engineering
- Models (by type)
- Reinforced concrete
- Soil dynamics
- Soil mechanics
- Soil-structure interaction
- Solid mechanics
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Surface waves
- Three-dimensional analysis
- Three-dimensional models
- Waves (mechanics)
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