The electronic pdf versions of the documents found through http://www.dnv.com/ are the officially binding versions. Copyright Det Norske Veritas.

[Book] [Expand] [Collapse] [Search Forms] [Previous Section with Hits] [Next Section with Hits] [Clear Search] [Help]

Expand Search


I200: Default values [Table of Contents] Sec.5: Materials - Sandwich Structures

DNV-OS-C501 Composite Components

[-] Sec.4: Materials - Laminates
[-] I: Properties with damaged or nonlinearly deformed matrix
[-] I300: Experimental approach

Sec.4
I 300   Experimental approach

Sec.4 I
301
   Instead of the default values given in I200, gradual degradation of the material properties at ply levels can be used, provided experiments document the validity of values larger than 0 for the type of laminate used.

Sec.4 I
302
   The change of E2 due to matrix cracking or non-linear deformation of the matrix may be determined from tests on 0/90 laminates. The Young's modulus of the laminate can be calculated with laminate theory from the ply properties. The initial modulus of the test E0+90 should be consistent with the calculated modulus based on undamaged ply properties. The secant modulus at failure of the test E0 + partially damaged 90 should be consistent with the calculated modulus based on an unchanged ply modulus in fibre direction and a modified modulus E2* representing the matrix with cracks. An example of experimental data is given in Figure 5.

raster

Fig. 5   Example of axial stress vs. strain curve of a 0/90 laminate to obtain magnitude of the matrix ply modulus of a laminate with matrix cracks.


Sec.4 I
303
   The change of G12 is usually due to a combination of non-linear behaviour at low strains and matrix cracking at higher strains. The change may be determined from axial tests on ±45 laminates. The shear modulus of the laminate can be calculated with laminate theory from the ply properties. The initial modulus of the test G12 should be consistent with the calculated modulus based on undamaged ply properties (see B600). The secant modulus at failure of the test G12 at failure should be consistent with the calculated modulus based on an unchanged ply modulus in fibre direction and a modified modulus G12* representing non-linearity and the matrix with cracks. Instead of determining G12* at failure it may be taken at 90% of the failure load. An example of experimental data is given in Figure 6.

raster

Fig. 6   Example of axial stress vs. strain curve of a ±45 laminate to obtain magnitude of the matrix shear modulus of a laminate with matrix cracks.


Sec.4 I
304
   Similar procedures may be used on other laminate configurations to obtain ply properties of laminates with matrix cracks or with a non-linear deformed matrix.


I200: Default values [Table of Contents] Sec.5: Materials - Sandwich Structures