Question 12.3.2: Use the principle of virtual work to derive Eqn 12.3-25: P0 ...

Use the principle of virtual work to derive Eqn 12.3-25:

P_0=-A^{-T}\int{N^{T}_{q}qdV }

P_0=-A^{-T}\int_V{N^{T}_{q}q \ dV }          (12.3-25)

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With reference to the element ijk in Fig. 12.3-2, if virtual displacements \bar{\Delta } occur, then:

external virtual work done by the nodal forces P_0 = P^{T}_{0}\bar{\Delta }
external virtual work done by the distributed forces q

=\int{q^T\bar{\delta } \ dV }

=\int{q^T\left[N_qA^{-1}\bar{\Delta \ } \right]dV}        (from Eqn 12.3-24)

\delta ^\ast =N_qA^{-1}\Delta ^\ast       (12.3-24)

virtual strain energy due to the stresses \sigma caused by q is

\int{\sigma^T\bar{\varepsilon } \ dV }

where \bar{\varepsilon } are the virtual strains compatible with the virtual nodal displacements \bar{\Delta \ }.
The principle of virtual work (Eqn 4.14-4) states that

P^T\bar{\Delta }+\int{p^T\bar{\delta } \ dA}=F^T\bar{e}=\int{\sigma ^T\bar{\varepsilon } \ d(vol.)}       (4.14-4)

P^{T}_{0}\bar{\Delta }+\int{q^TN_qA^{-1}\bar{\Delta } \ dV}=\int{\sigma ^T\bar{\varepsilon } \ dV}             (12.3-28)

As pointed out in Example 12.3-1, under fixed-node condition, the applied forces q cannot cause any internal stress a. Hence

\int{\sigma ^T\bar{\varepsilon } \ dV }=\int{0  \bar{\varepsilon }} \ dV=0          (12.3-29)

Hence Eqn 12.3-28 becomes

P^{T}_{0}\bar{\Delta }+\int{q^TN_qA^{-1}\bar{\Delta } \ dV}=0

Since this equation holds for all possible \bar{\Delta }, we have

P^{T}_{0}+\int{q^TN_qA^{-1} \ dV}=0

or

P_0=-A^{-T}\int{N^{T}_{q}q \ dV }

which is Eqn 12.3-25.

P_0=-A^{-T}\int_V{N^{T}_{q}q \ dV }          (12.3-25)

The reader’s attention is drawn to the following points :
(a) The quantity \int{q^T\bar{\delta } \ dV } is an external virtual work and not an internal virtual work (as many students tend to think); this is because the distributed forces q are externally applied forces.
(b) The virtual strain energy \int{\sigma ^T\bar{\varepsilon } \ dV } is zero; this results from the assumed properties of the fictitious element, as explained in Example 12.3-1. An element made of a real material cannot, obviously, behave this way.

12.3.2

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