OS-C501
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Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />
Sec.6 Failure mechanisms and design criteria – Page 100<br />
1.2 FRP laminates - failure mechanisms and failure type<br />
1.2.1 A relationship between failure mechanisms and types according to the principles given in Sec.2 [3.4] is<br />
given for FRP laminates in Table 6-2.<br />
Table 6-2 Relationship between failure mechanism and failure type for FRP laminates<br />
Failure Mechanisms Failure Type<br />
Fibre Failure<br />
Brittle<br />
Matrix Cracking Brittle, if cracks are bridged by fibres: Plastic if only used as a criterion for leakage: Ductile<br />
Delamination Brittle<br />
Elastic buckling Brittle, plastic or ductile according to type of structure and loading.<br />
1.2.2 In some cases a failure mechanisms is linked in a conservative way to a failure mode. If the failure<br />
mechanisms is only linked to that failure mode in a conservative way, a different failure type than stated in<br />
[1.2.1] may be used based on the criteria in Sec.2 [3.4].<br />
Guidance note:<br />
For example: onset of matrix cracking may be linked to leakage, even though it is known that a fairly large number<br />
of matrix cracks must be present to cause leakage in most laminates. If matrix cracking is not linked to any other<br />
failure modes than leakage, the failure type “ductile” may be chosen.<br />
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Guidance note:<br />
For elastic buckling the failure type is determined by the post-buckling behaviour. For elastic buckling of most simple,<br />
symmetrical columns and struts the failure type may be considered plastic. For plates supported on all edges the<br />
behaviour is often ductile. For some shell and optimised stiffened plate structures the behaviour may be brittle.<br />
Note that deformations associated with elastic buckling may trigger other failure mechanisms such as fibre failure,<br />
with consequent change of failure type.<br />
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1.2.3 Failure mechanisms are often described in more detail for FRP laminates than the mechanisms given in<br />
[1.2.1]. The Table 6-3 links the detailed failure mechanisms to the ones used in this standard.<br />
Table 6-3 Mechanisms of failure for FRP laminates<br />
Fibre Matrix Ply Inter-laminar Laminate<br />
Fibre failure (tensile or Matrix cracking Fibre/matrix Delamination Rupture (1)<br />
compressive)<br />
debonding (2)<br />
Fibre buckling (1) Matrix yielding Interlaminar tensile Global buckling<br />
failure (3)<br />
Interlaminar shear<br />
failure (3)<br />
Local buckling<br />
Laminate creep<br />
Laminate fatigue<br />
described in this standard by<br />
(1): fibre failure, (2): matrix cracking, (3): matrix cracking and or delamination.<br />
1.2.4 Laminates typically show a sequence of failure mechanisms. These sequences should be considered. If<br />
one failure mechanism cannot be well described it may be sufficient to design the component in a way that the<br />
preceding failure mechanism will not occur.<br />
Typical sequences are:<br />
— matrix cracking => delamination => fibre failure<br />
— debonding and matrix cracking => fibre buckling => fibre failure<br />
— delamination => crack propagation due to fatigue => global buckling.<br />
Unusual but possible sequence:<br />
— wedge shaped matrix cracks => component failure in compression.<br />
1.3 Sandwich structures - failure mechanisms and failure type<br />
1.3.1 Sandwich structures are built of a light weight core embedded between two faces (or skins). Design<br />
criteria are given for skins, cores and the core-skin interface.<br />
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