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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 129<br />

16.3.2 Ultimate failure of brittle and plastic core materials shall be checked with the design criterion for<br />

orthotropic homogenous materials under [7].<br />

16.3.3 In many cases the dominant stress in a core is shear, causing shear yield or failure or tensile failure in<br />

45 o to the through thickness direction. This case is also covered by the criteria given under [6] and [7].<br />

16.3.4 Core indentation due to local compressive stress shall be checked. The core will indent if the<br />

compressive strength of the core is exceeded (see [16.3.1] and [16.3.2]).<br />

16.4 Failure of the sandwich skin-core interface<br />

16.4.1 Interface failure between the skin and core of a sandwich can be treated the same way as a delamination<br />

([5]).<br />

16.4.2 Care shall be taken to use proper material properties when applying the design criterion. Interface<br />

properties may differ from the core or laminate properties.<br />

16.4.3 Sandwich structures with PVC core show typically no failure directly in the interface, but they fail<br />

inside the PVC core close to the interface. PVC core properties may be used in the design criteria.<br />

16.4.4 Sandwich structures with Balsa core fail typically in the interface.<br />

16.5 Buckling of sandwich structures<br />

16.5.1 The same buckling criteria as for general structures apply, see under [8].<br />

16.5.2 Sandwich structures show some special buckling modes. The following modes shall be considered:<br />

16.5.3 Face wrinkling will occur when the compressive direct stress in the face will reach the local instability<br />

(or wrinkling) stress, i.e.<br />

σ ≥ ˆ<br />

16.5.4 Global buckling will occur when the axial load will reach the critical buckling load, i.e.<br />

16.5.5 Shear crimping will occur when the direct stress will reach the crimping stress, i.e.<br />

16.5.6 Face dimpling or intercellular buckling occurs only in sandwich structures with honeycomb and<br />

corrugated cores. Face dimpling will occur when the compressive stress in the cell wall reaches the buckling<br />

stress of a honeycomb cell or a corrugated core, i.e.<br />

17 Chemical decomposition / galvanic corrosion<br />

17.1 General<br />

σ<br />

σ<br />

face<br />

σ wrinkling<br />

P ≥ P cr.<br />

face<br />

σ crimping<br />

17.1.1 A material may degrade due to chemical decomposition. This effect is covered in principle in this<br />

standard by the time dependence of strength and stiffness values.<br />

17.1.2 The extrapolation of long term data under environmental exposure describes usually the gradual effect<br />

of environment or load on the properties. Chemical decomposition may act suddenly and rapidly and may not<br />

be detected by mechanical long term tests.<br />

17.1.3 If a material is exposed to chemicals, possible chemical decomposition should be considered.<br />

≥<br />

17.1.4 Possible galvanic corrosion should be considered when carbon fibre composites are in contact with<br />

metal. Usually the metal degrades first, but in some cases also damage to the matrix and the fibres can happen.<br />

Carbon composites should be electrically isolated from metal components.<br />

ˆ<br />

≥ ˆ<br />

core<br />

σ dinpling<br />

DET NORSKE VERITAS AS

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