Prediction of fragment size and ejection distance of masonry wall under blast load using homogenized masonry material properties
The fragment hazard resulting from a nearby explosion is a major concern in the design of structures which may be subjected to blast loads. This paper presents a predictive method based on the theories of continuum damage mechanics and mechanics of micro-crack development, and numerical simulation t...
| Main Authors: | , , , |
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| Format: | Journal Article |
| Published: |
Pergamon
2009
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| Online Access: | http://hdl.handle.net/20.500.11937/45564 |