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Composite Materials Research Progress

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154<br />

Yuanxin Zhou, Hassan Mahfuz, Vijaya Rangari et al.<br />

σ fiber element unbroken (21b)<br />

i,<br />

j ≤ S i,<br />

j<br />

The failure criterion of interface is<br />

τ ≥ τ<br />

i,<br />

j m<br />

interface broken (22a)<br />

τ ≤ τ<br />

i,<br />

j m<br />

interface unbroken (22b)<br />

where, τm is the ultimate shear stress of matrix.<br />

The failure criterion of matrix is<br />

ε ≥ ε<br />

i,<br />

j m<br />

matrix element broken (23a)<br />

ε ≤ ε<br />

i,<br />

j m<br />

matrix element unbroken (23b)<br />

where, εm is the failure strain of the matrix<br />

Simulation Procedure<br />

Based on the above numerical constitutive model, a computational program is compiled to<br />

simulate the microscopic dynamic failure process of unidirectional composites. The<br />

simulation procedure is illustrated as following:<br />

(A) Randomly assign a statistical strength Si,j (i=2,4,...2n, J=1,2,…m) to the fiber<br />

element, definitely assign the tensile strength to the matrix and the shear strength to<br />

the interface.<br />

(B) Solve Equation (14) by iteration formula (15) using Ui,j k−1 , Ui,j k−2 and the boundary<br />

conditon at time t=kΔt, obtain the displacement field Ui,j k (i=1,2,...2n+1,j=1,2,...m).<br />

(C) Determine whether the element or the interface breakage (or the matrix element<br />

unloading) has happened, if new breakage occurs, take the breakage into account and<br />

repeat steps (B) and (C) until no new breakage occurs, else calculate the apparent<br />

stress σc and strain εc using Equation (17) and (18).<br />

(D) Increase a time step and repeat step (B) and (C) till the composites failure happens.<br />

Here the "composites failure" is defined as the state when the stress σc drops from<br />

σmax to about 50% of σmax.<br />

Experimental Results of Fiber, Matrix and <strong>Composite</strong><br />

The statistical parameters of fiber were obtained from tension tests of T700 fiber bundles. The<br />

tensile stress-strain curve of fiber bundle in Figure 22 shows considerable amount of nonlinearity.<br />

The specimen failed gradually after reaching the maximum stress due to the tensile<br />

strength distribution of fibers. Three parameters were determined from each stress-strain

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