Chapter
Apr 26, 2012
Study of Soil-Structure Interaction Response to Nearby Explosions by Coupled 2D Godunov — Variational Difference Approach
Authors: D. Z. Yankelevsky [email protected], V. R. Feldgun [email protected], and Y. S. Karinski [email protected]Author Affiliations
Publication: Structures Congress 2008: 18th Analysis and Computation Specialty Conference
Abstract
The coupled 2D Godunov-variational difference approach is presented for investigation of soil-structure interaction due to a nearby explosion. It is based on the relationships of the shock and rarefaction waves with finite difference equations of the shell motion using an iterative method. It allows the reduction of the contact problem to the self-similar symmetrical Riemann problem. A numerical example of a lined tunnel buried in soil that is subjected to a buried nearby explosion is provided.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Continuum mechanics
- Coupling
- Disaster risk management
- Disasters and hazards
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equations of motion
- Explosions
- Geomechanics
- Geotechnical engineering
- Man-made disasters
- Methodology (by type)
- Numerical methods
- Shock waves
- Soil dynamics
- Soil mechanics
- Soil structures
- Soil-structure interaction
- Solid mechanics
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Wave equations
- Waves (mechanics)
Authors
Affiliations
National Building Research Institute, Technion, Haifa, Israel 32000. E-mail: [email protected]
National Building Research Institute, Technion, Haifa, Israel 32000. E-mail: [email protected]
National Building Research Institute, Technion, Haifa, Israel 32000. E-mail: [email protected]
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