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To demonstrate the mechanism of water partition for the Lake of Tanis (section 3.2.2), we first discuss the idealized water bend case.
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One tensile case and one bending case were chosen.
The surface effect was also discussed in the bending case.
The monotonicity property linking changes in node position and crack location does not hold in the bending case.
For the simplest bending case, one may consider the curved axis x′ as a quadratic curve of the form (see Fig. 2).
Initial analysis for the bending case, using a rather coarse FE mesh, gave a predicted fatigue limit within 2% of the experimental value.
They found that the dominant failure modes in 3D interlock woven composites were tow rupture and pull-out (tension case), delamination and kink-band formation (compression case), and a combination of those failure modes (bending case).
Based on the analytical solution of the strain energy release rate for the three-point bending case, a new, simple and universal, strain gradient elasticity, brittle fracture criterion and a new, size adjusted fatigue crack growth law have been established.
As in the bending case, this progression gave the twisting profile of the motion as a function of time.
Three out-of-plane bending cases with loads at angles of 0°, 45° and 90° are studied.
The algorithm allows for the extrapolation of the ultimate strain limits, traditionally implemented in uniaxial bending theory, to biaxial bending cases.
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CEO of Professional Science Editing for Scientists @ prosciediting.com