The Numerical Simulation of the Crack Elastoplastic Extension Based on the Extended Finite Element Method

<table>The value of <svg height="15.25" id="M98" style="vertical-align:-3.276pt" version="1.1" viewbox="0 0 18 15.25" width="18" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.112)"><path d="M764 650l-7 -26q-61 -10 -91.5 -22.5t-76.5 -48.5l-235 -184q104 -152 208 -276q31 -37 54.5 -48.5t68.5 -16.5l-7 -28h-156q-138 170 -213 284q-19 29 -33.5 35t-33.5 -7l-29 -173q-15 -75 -5.5 -90.5t74.5 -20.5l-5 -28h-260l7 28q58 5 74 21.5t30 89.5l70 378
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<g transform="matrix(.012,-0,0,-.012,13.25,15.187)"><path d="M303 0h-265v28q62 5 76 19.5t14 77.5v400q0 63 -14 77.5t-76 19.5v28h265v-28q-62 -5 -76 -19.5t-14 -77.5v-400q0 -64 14 -78t76 -19v-28z" id="x49"></path></g>
</svg> by extrapolation of those points out of the plastic zone.</table>

Mathematical Problems in Engineering

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Figure 7

Figure 7: The Numerical Simulation of the Crack Elastoplastic Extension Based on the Extended Finite Element Method 