18.3 Torsion 533
18.3 Torsion................................................................................................
Generally,inthetorsionofcompositesections,theclosedportionisdominant,sinceitstorsionalstiffness
isfargreaterthanthatoftheattachedopensectionportionwhichmaythereforebefrequentlyignored
inthecalculationoftorsionalstiffness;shearstressesshould,however,becheckedinthispartofthe
section.
Example 18.2
FindtheangleoftwistperunitlengthinthewingwhosecrosssectionisshowninFig.18.4whenitis
subjectedtoatorqueof10kNm.Findalsothemaximumshearstressinthesection.G=25000N/mm^2.
Wall12(outer)=900mm.Nosecellarea=20000mm^2.
Itmaybeassumed,inasimplifiedapproach,thatthetorsionalrigidityGJofthecompletesectionis
thesumofthetorsionalrigiditiesoftheopenandclosedportions.Fortheclosedportion,thetorsional
rigidityis,fromEq.(17.4),
(GJ)cl=
4 A^2 G
∮
ds/t
=
4 × 200002 × 25000
( 900 + 300 )/1.5
whichgives
(GJ)cl= 5000 × 107 Nmm^2
ThetorsionalrigidityoftheopenportionisfoundusingEq.(17.11),thus
(GJ)op=G
∑st^3
3
=
25000 × 900 × 23
3
thatis,
(GJ)op= 6 × 107 Nmm^2
Fig.18.4
Wing section of Example 18.2.