Mechanics of Continua and Structures
After operating both the left and right sides of the first expression in the previous section with QT, we get
QT(t)a(X,t)=QT(t)¨Q(t)X+QT(t)¨c(t)Defining φ∗(a)(X,t):=QT(t)a(X,t),P(t):=QT(t)¨Q(t),
and q(t):=QT(t)¨c(t), equation (1) can be written as
φ∗(a)(X,t)=P(t)X+q(t). The field φ∗(a) is the pull-back of the acceleration field a.
Let the accelerometers be glued onto the material points P0, P1, P2, and P3. We denote the position vectors of the material point Pι in the reference configurationas Xι, where ι=0,1,2,3. It follows from (2) that the pull-back acceleration vector at the material points, Pι is
φ∗(a)(Xι,t)=P(t)Xι+q(t), where ι=0,1,2,3,
In order to obtain P in a compact form we define the vectors
ΔXi=Xi−X0, and Δφ∗(a)i(t)=φ∗(a)i(t)−φ∗(a)0(t), where i=1,2,3, and φ∗(a)ι(t)=φ∗(a)(Xι,t), where ι=0,1,2,3.
If follows from (3) that Δφ∗(a)i(t)=P(t)ΔXi(t), where i=1,2,3
Solving the equation (7) for i=1,2,3 we get P(t)=Δφ∗(a)i(t)⋅ΔXj(t)ΔYi⊗ΔYj, where ΔYi, i=1,2,3 are the reciprocal vectors corresponding to ΔXi, i=1,2,3 ΔY1=ΔX2×ΔX3ΔX1⋅(ΔX2×ΔX3)ΔY2=ΔX3×ΔX1ΔX1⋅(ΔX2×ΔX3)ΔY3=ΔX1×ΔX2ΔX1⋅(ΔX2×ΔX3)
After computing P(t) from (8), the vector q(t), defined in (Def.3), can be computed from (3) with, e.g., ι=0.