Given:
Load P: 150 kN
Length L: 20 cm
Steel tube
Internal diameter ds: 15 cm
External diameter Ds: 17 cm
Es = 21x106 N/cm2
Brass tube
Internal diameter db: 17 cm
External diameter Db: 19 cm
Eb = 10x106 N/cm2
solution
Area of steel and brass tubes
As=4π(Ds2−ds2=50.27cm2
Ab=4π(Db2−db2)=56.55cm2
Under the same load strain ϵ in steel equals the strain in brass:
Esσs=Ebσb
σs=σbEbEs
Load on steel added to the load on brass equals the total load:
Ps+Pb=P
σsAs+σbAb=P
σb(EbEsAs+Ab)=P
Load carried by brass and steel respectively:
Pb=σsAb=EbEsAs+AbPAb=EsAs+EbAbPEbAb=52.3kN
Ps=σsAs=EbEsAs+AbPAs=EsAs+EbAbPEsAs=97.7kN
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