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on the hybrid stress finite element model for incremental analysis of ...

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1180 SATYANADHAM ATLURI<br />

If it is now assumed that <strong>the</strong> known initial <strong>stress</strong> state (ail*&; F”^; T”“) in C, is in equilibrium<br />

prior to <strong>the</strong> additi<strong>on</strong> <strong>of</strong> <strong>the</strong> <strong>incremental</strong> loads <strong>for</strong> step N, <strong>the</strong>n <strong>the</strong> right hand side<br />

<strong>of</strong> equati<strong>on</strong> (10) can be shown to be identically equal to zero. However, as pointed out by<br />

H<strong>of</strong>meister et al. [17), due to <strong>the</strong> numerical <strong>incremental</strong> soluti<strong>on</strong> technique <strong>for</strong> soiving a<br />

targe strain problem, <strong>the</strong> initial <strong>stress</strong> state in C, may not be in equilibrium. Following<br />

H<strong>of</strong>meister et al. [17], it is shown iater that it is possible to derive an equilibrium error<br />

check if <strong>the</strong> right hand side terms in equati<strong>on</strong> (10) are retained.<br />

Assuming that <strong>the</strong> elastic <strong>stress</strong>-strain relati<strong>on</strong>s are <strong>of</strong> <strong>the</strong> type<br />

or<br />

Acri” = A~*(&“@, Ae,,)<br />

Ae,, = Aelp(5*“11, da”“)<br />

<strong>on</strong>e can define an elastic strain energy functi<strong>on</strong><br />

dA = Adp dAei,.<br />

Using equati<strong>on</strong> (12) equati<strong>on</strong> (10) may be written as,<br />

6 [A(&‘@, Au~)++o*~~Au,,~AuI; -fl”Au,] dV-<br />

=<br />

s<br />

V<br />

s s1<br />

( - &“SAu~,, + F”‘6AuJ dV+<br />

I<br />

i=+Au, dS.<br />

It must be <strong>stress</strong>ed again that <strong>the</strong> right hand side in equati<strong>on</strong> (13) is a correcti<strong>on</strong> term to<br />

“check” that <strong>the</strong> initiai <strong>stress</strong>es in C, satisfy <strong>the</strong> equilibrium equati<strong>on</strong>s and boundary<br />

c<strong>on</strong>diti<strong>on</strong>s. Thus, <strong>the</strong>oretically, if <strong>the</strong> reference state CN is <strong>on</strong>e <strong>of</strong> equilibrium, in which<br />

case <strong>the</strong> right hand side <strong>of</strong> equati<strong>on</strong> (13) vanishes, <strong>the</strong> equati<strong>on</strong> (13) can be shown to yield<br />

<strong>the</strong> equilibrium equati<strong>on</strong>s, <strong>for</strong> <strong>the</strong> Piola-Kirch<strong>of</strong>f <strong>incremental</strong> <strong>stress</strong>es (due to nth loading<br />

increment) referred to <strong>the</strong> current known reference state C,, as follows:<br />

and<br />

SI<br />

ill)<br />

(lla)<br />

(12)<br />

(13)<br />

A5;; + [(aoVC + A5”“)Au;~],, + ti” = 0 (141<br />

AT” = A5%, +(&‘vp + A5yfi)Au$nV <strong>on</strong> S, . (151<br />

The principle <strong>of</strong> virtual work as given by equati<strong>on</strong> (13) can now be generalized through<br />

<strong>the</strong> usual methods, into a counterpart <strong>of</strong> Hu-Washizu variati<strong>on</strong>al principle in linear<br />

elasticity [21]. That is, we add to <strong>the</strong> functi<strong>on</strong>al in equati<strong>on</strong> (13) <strong>the</strong> c<strong>on</strong>straint c<strong>on</strong>diti<strong>on</strong>s<br />

and<br />

Ae,, = ~(Au~,~ + Au,,, + Aul;Au,,,) (16)<br />

Au, = AE,<br />

<strong>on</strong> S,.<br />

Then c<strong>on</strong>sidering <strong>the</strong> Lagrangian multipliers corresp<strong>on</strong>ding to c<strong>on</strong>straint c<strong>on</strong>diti<strong>on</strong>s (16<br />

and 16a) as do”’ and AT”, respectively, we can <strong>for</strong>mulate <strong>the</strong> generalized functi<strong>on</strong>al,<br />

% = n,(Aeh,, ; AU, ; Ad” i ATA) (17)

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