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Journal of Mechanics of Materials and Structures vol. 5 (2010 ... - MSP

Journal of Mechanics of Materials and Structures vol. 5 (2010 ... - MSP

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726 BAHATTIN KILIC AND ERDOGAN MADENCI<br />

where � + <strong>and</strong> � − are the <strong>vol</strong>umes in which integration is performed <strong>and</strong> are defined to be the right <strong>and</strong><br />

left sides <strong>of</strong> the x-plane (Figure A1). The subscript x indicates the x- component <strong>of</strong> the resulting <strong>vol</strong>ume<br />

integration. For a point, x embedded in a single material, the value <strong>of</strong> gx(x) will become 2.<br />

Moreover, by applying the displacement gradient in the y-direction, the force density, gy(x), can<br />

written as<br />

� �<br />

gy(x) =<br />

� +<br />

dV ′ f (u ′ , u, x ′ �<br />

, x) −<br />

�− dV ′ f (u ′ , u, x ′ �<br />

, x) , (A3)<br />

y<br />

where � + <strong>and</strong> � − are the <strong>vol</strong>umes in which integration is performed; they are defined to be the upper<br />

<strong>and</strong> lower sides <strong>of</strong> the y-plane (Figure A1). The force densities, gx(x) <strong>and</strong> gy(x), are clearly different<br />

due to dissimilar <strong>vol</strong>umes <strong>of</strong> integrations. Hence, the domain under uniaxial tension exhibits directional<br />

dependence. In other words, depending on the direction <strong>of</strong> uniaxial tension, the points closer to the free<br />

surfaces or interfaces experience different force densities, which is not physically acceptable. Therefore,<br />

the uniaxial tension is also applied in the y- <strong>and</strong> z-directions, which leads to three different responses at<br />

each integration point <strong>and</strong> can be expressed in vector form<br />

g T (x) = � �<br />

gx gy gz , (A4)<br />

in which x, y, <strong>and</strong> z represent the directions <strong>of</strong> applied uniaxial tension.<br />

It is assumed that there is a fictitious domain composed <strong>of</strong> a single material (Figure A2). The material<br />

in this domain is assumed to have the same properties as those given for point x <strong>of</strong> the actual domain<br />

<strong>of</strong> interest (Figure A1). As illustrated in Figure A2, the point located at x T = {0, 0, 0} is surrounded<br />

by other points so that there is no surface within the cut<strong>of</strong>f radius, rc. Hence, this point does not show<br />

any directional dependence, <strong>and</strong> it is sufficient to apply uniaxial tension only in one direction. In order<br />

to compute the force density due to uniaxial tension given in (A1), the fictitious domain is discretized<br />

using cubic subdomains (Figure A2). The edge length <strong>of</strong> the cube, �∞, is typically chosen to be one<br />

fiftieth <strong>of</strong> the cut<strong>of</strong>f radius, rc. Furthermore, the displacement field is assumed to be constant within each<br />

Figure A2. Discretization <strong>of</strong> infinite domain with cubes.

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