208 CHAPTER 6 Matrix Methods
IfYoung’smodulusE=200000N/mm^2 andPoisson’sratioν=0.3,calculatethestressesatthecenter
oftheelement.
FromthefirstofEqs.(6.96),
u 1 =α 1 − 2 α 2 −α 3 + 2 α 4 =0.001 (i)
u 2 =α 1 + 2 α 2 −α 3 − 2 α 4 =0.003 (ii)
u 3 =α 1 + 2 α 2 +α 3 + 2 α 4 =−0.003 (iii)
u 4 =α 1 − 2 α 2 +α 3 − 2 α 4 =0(iv)
SubtractingEq.(ii)fromEq.(i),
α 2 −α 4 =0.0005 (v)
NowsubtractingEq.(iv)fromEq.(iii),
α 2 +α 4 =−0.00075 (vi)
ThensubtractingEq.(vi)fromEq.(v),
α 4 =−0.000625 (vii)
sofromeitherofEq.(v)orofEq.(vi)
α 2 =−0.000125 (viii)
AddingEqs.(i)and(ii),
α 1 −α 3 =0.002 (ix)
AddingEqs.(iii)and(iv),
α 1 +α 3 =−0.0015 (x)
ThenaddingEqs.(ix)and(x),
α 1 =0.00025 (xi)
andfromeitherofEq.(ix)orofEq.(x)
α 3 =−0.00175 (xii)
ThesecondofEqs.(6.96)isusedtodetermineα 5 ,α 6 ,α 7 ,α 8 inanidenticalmannertothepreceding.
Thus,
α 5 =−0.001
α 6 =0.00025
α 7 =0.002
α 8 =−0.00025