| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 1562082 | Computational Materials Science | 2012 | 7 Pages |
Abstract
Longitudinally reinforced concrete beams without stirrups were examined. Shear span-to-depth radio (a/d) is the main parameter that affected their work. According to a/d differences of diagonal crack propagation were observed in tests. Numerical simulations confirmed the change of failure mechanism when a/d < 2.5.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Computational Mechanics
Authors
Marta SÅowik, Tomasz Nowicki,