- #1
Confusedbiomedeng
Homework Statement
consider the rectangular bar undeformed a=b=2cm and c=20cm . The elastic modulus of the bar material is E=100 Gpa and its poissons ratio is u=0.3. The bar is subjected to biaxial forces in the x and y directions such that Fx=Fy=0.4x106 N and that Fx is tensile while Fy is compressive . Assuming that the bar material is linear elastic
Determine:
i)the average normal stresses σx,σy and σz developed in the bar
ii)the average normal strains ∈x,∈y and ∈z
iii)dimension c' of the bar in the x-direction after deformation
Homework Equations
σx=fx/(ab) σy=Fy/(cb) σz=no force no stress
∈x=1/E(σx-u(σy+oz))
∈y=1/E(σy-u(σx+σz))
∈z=1/E(σz-u(σx+σy))
∈=ΔL/L
The Attempt at a Solution
σx=0.4x106/0.02x0.02=1x109
σy=0.4x106/0.2x0.02=1x108
σz=no force no stress
using above equation
∈x=9.7
∈y= -2
∈z= -3.3
new c dimension
.-3.3=ΔL/0.2
-0.66
0.2+-0.66= -0.46
however you can't have negative length??
can anyone show me where I am going wrong?