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The new method is applied to two types of laminates containing angle ply structures.
Different types of laminates (1D, 2D) of different thickness were wrapped and glued to the surface of concrete cylinders.
Some familiar types of laminates, including all isotropic laminates and symmetric quasi-isotropic laminates, are degenerate or extra-degenerate.
Two types of laminates have been analysed: carbon fibre reinforced polymer (CFRP) and E-glass fibre reinforced polymer.
In this study, three different types of laminates were tested: one of them is mono-directional while the other two are bi-directional, with two different stacking sequence.
It may be noted that as a case study, design examples for three types of laminates have been presented in the 'Appendix' section, citing the difference in experimental and analytical shear strengths of laminates.
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Several types of laminate configuration were used to clarify the effect of ply thickness on microscopic damage progress.
Tests on both types of laminate indicated that increasing the volume fraction of composite, Vc, in the FML resulted in a significant increase in its tensile strength.
Two types of laminate composites made of glass fibre/epoxy matrix (EPO_FV) and glass fibre/epoxy modified tri-block copolymer (Nanostrength) matrix (EPONS_FV) were manufactured by compression moulding.
Specifically, four types of laminated rubber bearings, i.e. thick natural rubber bearings, thin natural rubber bearings, thick high damping rubber bearings, and thin high damping rubber bearings, were tested.
This is one unique feature of such type of laminates.
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