Buckling Paradox And Anisotropic Plastic Plate Bifurcation
| dc.contributor.author | Shrivastava, Surersh | |
| dc.date.accessioned | 2018-11-09T15:54:54Z | |
| dc.date.available | 2018-11-09T15:54:54Z | |
| dc.date.issued | May-18 | |
| dc.description.abstract | Anisotropic elastic/plastic plate bifurcation is investigated. The pre-bifurcation loading consists of biaxial stresses along ξν axes parallel to the sides of a simply supported rectangular plate: ννξξσασ=,11α−≤≤. The ξν axes are at an angle βwith the xy principal axes of anisotropy. Analytical variational method is used together with Hill’s theory of anisotropic strain-hardening plasticity. Bifurcation stresses are determined for the anisotropic, and the classical isotropic incremental and deformation theories of plasticity, for equibiaxial compression(1)α=, equal compression and tension(1)α=−, and uniaxial (0)α=cases. The plastic plate buckling paradox is examined for each of the cases. | en_US |
| dc.identifier | CSME060 | |
| dc.identifier.isbn | 978-1-77355-023-7 | |
| dc.identifier.uri | http://hdl.handle.net/10315/35389 | |
| dc.identifier.uri | http://dx.doi.org/10.25071/10315/35389 | |
| dc.language.iso | en | en_US |
| dc.publisher | CSME-SCGM | en_US |
| dc.rights | The copyright for the paper content remains with the author. | |
| dc.subject | Engineering Analysis & Design | en_US |
| dc.subject | Anisotropic plastic bifurcation | en_US |
| dc.subject | Isotropic plastic bifurcation (incremental, deformation) | en_US |
| dc.subject | Buckling paradox | en_US |
| dc.title | Buckling Paradox And Anisotropic Plastic Plate Bifurcation | en_US |
| dc.type | Article | en_US |