| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5015419 | International Journal of Impact Engineering | 2017 | 15 Pages |
Abstract
The model is tested on a masonry parapet subjected to a standardized impact and on a rectangular masonry slab subjected to a blast load. In both cases, a number of previous results obtained by literature models are available for comparison, as well as experimental data. Satisfactory agreement is found between the present results and the existing literature in the field, both experimental and numerical.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
LuÃs C. Silva, Paulo B. Lourenço, Gabriele Milani,