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Nonlinear finite elements/Homework11/Solutions/Problem 1/Part 13

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Problem 1: Part 13: Trial elastic stress

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Starting from equation (3) show that

๐ฌn+1trial=๐ฌn+2ฮผ(๐žn+1โˆ’๐žn)

where ๐ฌ is the deviatoric part of ๐ˆ and ๐ž is the deviatoric part of ๐œบ.

From equation (3) we have

๐ˆn+1trial=[ฮปtr(๐œบn+1)1+2ฮผ๐œบn+1]โˆ’[ฮปtr(๐œบnp)1+2ฮผ๐œบnp]=(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบnp)=(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn+๐œบne)=(ฮป1โŠ—1+2ฮผ๐–จ):๐œบne+(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)=๐ˆn+(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)

The deviatoric parts of the stress and strain are

๐ฌn+1trial=๐ˆn+1trialโˆ’13tr(๐ˆn+1trial)1;๐žn+1=๐œบn+1โˆ’13tr(๐œบn+1)1;๐žn=๐œบnโˆ’13tr(๐žn)1

Therefore,

๐ฌn+1trial=๐ˆn+1trialโˆ’13tr(๐ˆn+1trial)1=๐ˆn+(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)โˆ’13tr๐ˆn1โˆ’13tr[ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)]1

Now,

(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)=ฮปtr(๐œบn+1)1+2ฮผ๐œบn+1โˆ’ฮปtr(๐œบn)1โˆ’2ฮผ๐œบn

Therefore,

tr[(ฮป1โŠ—1+2ฮผ๐–จ):(๐œบn+1โˆ’๐œบn)]=ฮปtr(๐œบn+1)tr(1)+2ฮผtr(๐œบn+1)โˆ’ฮปtr(๐œบn)tr(1)โˆ’2ฮผtr(๐œบn)=3ฮปtr(๐œบn+1)+2ฮผtr(๐œบn+1)โˆ’3ฮปtr(๐œบn)โˆ’2ฮผtr(๐œบn)

Hence

๐ฌn+1trial=๐ˆnโˆ’13tr๐ˆn+ฮปtr(๐œบn+1)1+2ฮผ๐œบn+1โˆ’ฮปtr(๐œบn)1โˆ’2ฮผ๐œบnโˆ’ฮปtr(๐œบn+1)1โˆ’23ฮผtr(๐œบn+1)1+ฮปtr(๐œบn)1+23ฮผtr(๐œบn)1=๐ฌn+2ฮผ(๐œบn+1โˆ’13tr(๐œบn+1)1)โˆ’2ฮผ(๐œบnโˆ’13tr(๐œบn)1)=๐ฌn+2ฮผ๐žn+1โˆ’2ฮผ๐žn

This shows that

๐ฌn+1trial=๐ฌn+2ฮผ(๐žn+1โˆ’๐žn)