Impact dynamics of composite beams
The dynamics of a composite beam subject to transverse impact is investigated. A linearized contact law based on an elastic-plastic contact is shown to yield excellent results for the impact response. A dynamic ratio which is defined as the ratio of the maximum impact force obtained from the dynamic...
Saved in:
| Published in | Composite structures Vol. 32; no. 1; pp. 187 - 195 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Oxford
Elsevier Ltd
1995
Elsevier Science |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0263-8223 |
| DOI | 10.1016/0263-8223(95)00072-0 |
Cover
| Summary: | The dynamics of a composite beam subject to transverse impact is investigated. A linearized contact law based on an elastic-plastic contact is shown to yield excellent results for the impact response. A dynamic ratio which is defined as the ratio of the maximum impact force obtained from the dynamic simulation to the one obtained from a half-space analysis (i.e., local contact) is used to characterize the type of impact response i.e., whether it is locally dominated, quasi-static or dynamic. It is found that this ratio depends on a single nondimensional parameter called ‘dynamic impact number’, which also governs the initial impact response until the waves are reflected back from the boundaries. |
|---|---|
| Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
| ISSN: | 0263-8223 |
| DOI: | 10.1016/0263-8223(95)00072-0 |