Elasto-plastic finite element analysis with special reference to reinforced concrete
A numerical procedure is presented for the solution of elasto-plastic problems by means of the finite element approach. The incremental constitutive relationship from the Prandtl-Reuss equation is used in conjunction with the Von Mises yield criterion, the continuum being divided into triangular ele...
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| Language: | English |
| Published: |
2010
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| Online Access: | http://hdl.handle.net/2429/18759 |