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Nonlinear finite elements/Homework11/Solutions/Problem 1/Part 14

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Problem 1: Part 14: Return mapping

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Show that

๐ฌn+1=๐ฌn+1trialโˆ’2ฮผฮ”ฮณ๐งn.

We have

๐ˆn+1=๐–ข:๐œบn+1e=๐–ข:(๐œบn+1โˆ’๐œบn+1p)=(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn+1p)=(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบnpโˆ’32ฮ”ฮณ๐งn)=ฮป[tr(๐œบn+1)1โˆ’tr(๐œบnp)1โˆ’32ฮ”ฮณtr(๐งn)1]+2ฮผ[๐œบn+1โˆ’๐œบnpโˆ’32ฮ”ฮณ๐งn]=ฮป[tr(๐œบn+1)โˆ’tr(๐œบnp)โˆ’32ฮ”ฮณtr(๐งn)]1+2ฮผ[๐œบn+1โˆ’๐œบnpโˆ’32ฮ”ฮณ๐งn]=ฮป[tr(๐œบn+1)โˆ’tr(๐œบnp)]1+2ฮผ[๐œบn+1โˆ’๐œบnpโˆ’32ฮ”ฮณ๐งn](sincetr(๐ง)=0)

Now

๐ฌn+1=๐ˆn+1โˆ’13tr(๐ˆn+1)1

The trace of the stress is given by

tr(๐ˆn+1)=ฮป[tr(๐œบn+1)โˆ’tr(๐œบnp)]tr(1)+2ฮผ[tr(๐œบn+1)โˆ’tr(๐œบnp)โˆ’32ฮ”ฮณtr(๐งn)]=3ฮป[tr(๐œบn+1)โˆ’tr(๐œบnp)]+2ฮผ[tr(๐œบn+1)โˆ’tr(๐œบnp)](sincetr(๐ง)=0)=(3ฮป+2ฮผ)tr(๐œบn+1)โˆ’(3ฮป+2ฮผ)tr(๐œบnp)

Therefore,

๐ฌn+1=๐ˆn+1โˆ’13tr(๐ˆn+1)1=ฮป[tr(๐œบn+1)โˆ’tr(๐œบnp)]1+2ฮผ[๐œบn+1โˆ’๐œบnpโˆ’32ฮ”ฮณ๐งn]โˆ’(ฮป+23ฮผ)tr(๐œบn+1)1+(ฮป+23ฮผ)tr(๐œบnp)1=2ฮผ[๐œบn+1โˆ’13tr(๐œบn+1)1]โˆ’2ฮผ[๐œบnpโˆ’13tr(๐œบnp)1]โˆ’2ฮผ32ฮ”ฮณ๐งn=2ฮผ๐žn+1โˆ’2ฮผ[๐œบnโˆ’๐œบneโˆ’13tr(๐œบnโˆ’๐œบne)1]โˆ’2ฮผ32ฮ”ฮณ๐งn=2ฮผ๐žn+1โˆ’2ฮผ[๐œบnโˆ’๐œบneโˆ’13tr(๐œบn)1+13tr(๐œบne)1]โˆ’2ฮผ32ฮ”ฮณ๐งn=2ฮผ[๐žn+1โˆ’๐žn]+2ฮผ[๐œบneโˆ’13tr(๐œบne)1]โˆ’2ฮผ32ฮ”ฮณ๐งn=๐ฌn+1trialโˆ’๐ฌn+2ฮผ[๐œบneโˆ’13tr(๐œบne)1]โˆ’2ฮผ32ฮ”ฮณ๐งn

The stress-strain relation is

๐ˆn=ฮปtr(๐œบne)1+2ฮผ๐œบne

Hence,

๐ฌn=ฮปtr(๐œบne)1+2ฮผ๐œบneโˆ’13ฮปtr(๐œบne)tr(1)1โˆ’23ฮผtr(๐œบne)1=2ฮผ[๐œบneโˆ’13tr(๐œบne)1]

Plugging into expression for ๐ฌn+1, we get

๐ฌn+1=๐ฌn+1trialโˆ’๐ฌn+๐ฌnโˆ’2ฮผ32ฮ”ฮณ๐งn

Therefore,

๐ฌn+1=๐ฌn+1trialโˆ’2ฮผ32ฮ”ฮณ๐งn

Remark: If we write the yield function as

f=๐ฌ:๐ฌโˆ’23ฯƒy.

then the above equation takes the form

๐ฌn+1=๐ฌn+1trialโˆ’2ฮผฮ”ฮณ๐งn

These are equivalent.