Numerical elastic plastic stress analysis in a woven steel reinforced composite thermoplastic cantilever beam
| dc.contributor.author | Semih BENLİ | |
| dc.contributor.author | Onur SAYMAN | |
| dc.contributor.author | Metin SAYER | |
| dc.contributor.author | Mustafa KARAMOLLA | |
| dc.date.accessioned | 2024-07-24T09:10:15Z | |
| dc.date.available | 2024-07-24T09:10:15Z | |
| dc.date.issued | 2012 | |
| dc.description.abstract | In this study, an elastic-plastic stress analysis has been carried out in a thermoplasticcomposite cantilever beam. The thermoplastic composite beam was reinforced by steelwoven fibers. The beam was loaded uniformly. The orientation angles were chosen as0°, 15°, 30° and 45°. The finite element models of the beams were developed by usingANSYS software. The obtained results from the nonlinear analyses show that theresidual stress component of /sigma xis the highest at the fixed end at the upper and loweredges for the 0° orientation. However, it is the highest on or around the elastic plasticboundaries for the 15°, 30° and 45° orientations. The magnitude of the residual stresscomponent of /tau xyis found to be the highest at or around the axis of the beam at thefixed end. 30° orientation produces the highest stress component of /tau xyaround the axisof the beam. Also, it is found that the magnitude of the residual stress component of /sigma x is higher that that of the /tau xy. | |
| dc.identifier.issn | 1300-686X | |
| dc.identifier.uri | http://akademikarsiv.cbu.edu.tr:4000/handle/123456789/22740 | |
| dc.language.iso | eng | |
| dc.subject | [Fen > Temel Bilimler > Matematik] | |
| dc.title | Numerical elastic plastic stress analysis in a woven steel reinforced composite thermoplastic cantilever beam | |
| dc.type | Araştırma Makalesi |