Modeling Blast Loading on Buried Reinforced Concrete Structures with Zapotec
A coupled Euler-Lagrange solution approach is used to model the response of a buried reinforced concrete structure subjected to a close-in detonation of a high explosive charge. The coupling algorithm is discussed along with a set of benchmark calculations involving detonations in clay and sand.
Saved in:
Main Author: | Greg C. Bessette |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2008-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2008/719215 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Structural Response to Blast Loading: The Effects of Corrosion on Reinforced Concrete Structures
by: Hakan Yalciner
Published: (2014-01-01) -
Assessing the Effect of Air Blast Loading on the Structural Behaviour of Reinforced Concrete Column.
by: Kasyage, Abubakali
Published: (2025) -
Research on Damage Assessment of Buried Standard and Carbon-Fibre-Reinforced Polymer Petroleum Pipeline Subjected to Shallow Buried Blast Loading in Soil
by: Ying Cui, et al.
Published: (2021-01-01) -
Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading
by: Mohammed Alias Yusof, et al.
Published: (2013-01-01) -
Modelling Blast Effects on a Reinforced Concrete Bridge
by: Markellos Andreou, et al.
Published: (2016-01-01)