09.10.2015 Views

OS-C501

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Offshore Standard DNV-<strong>OS</strong>-<strong>C501</strong>, November 2013<br />

Sec.5 Materials – sandwich structures – Page 78<br />

Table 5-3 Mechanical static properties for core materials (Continued)<br />

Mechanical parameter Unit Reference in Appendix D<br />

for measurement method<br />

E yt core non-linear Tensile modulus of elasticity of core transverse to y-<br />

direction in the non-linear range<br />

[GPa] [D.2.1]<br />

E xc core non-linear Compressive modulus of elasticity of core in y- [GPa] [D.2.2]<br />

direction in the non-linear range<br />

G xy core non-linear In plane shear modulus of core in the non-linear range [GPa] [D.2.3]<br />

ν xy core Major Poisson’s ratio of core [-] [D.2.1] or [D.2.2]<br />

ν yx core Minor Poisson’s ratio of core [-] [D.2.1] or [D.2.2]<br />

In-plane strain (to yield point or to the end of the proportional range)<br />

core linear Core tensile strain in x-direction [D.2.1]<br />

ε ∧ xt<br />

core linear Core compressive strain in x-direction [D.2.2]<br />

xc<br />

ε ∧ yt<br />

ε ∧ yc<br />

core linear Core tensile strain in y-direction [D.2.1]<br />

core linear Core compressive in y-direction [D.2.2]<br />

ε ∧ xy<br />

core linear Core in-plane shear strain [D.2.4] for balsa<br />

ε ∧ [D.2.3] for other materials<br />

In-plane strain to failure<br />

(all in-plane strain to yield point or to the end of the proportional range, see above)<br />

core non-linear Core tensile strain in x-direction [D.2.1]<br />

xt<br />

ε ∧ xc<br />

ε ∧ yt<br />

ε ∧ yc<br />

core non-linear Core compressive strain in x-direction [D.2.2]<br />

core non-linear Core tensile strain in y-direction [D.2.1]<br />

core non-linear Core compressive in y-direction [D.2.2]<br />

ε ∧ xy<br />

core non-linear Core in-plane shear [D.2.4] for balsa<br />

ε ∧ [D.2.3] for other materials<br />

In-plane strength (to yield point or to the end of the proportional range)<br />

core linear Core tensile stress in the x-direction [N/mm 2 ] [D.2.1]<br />

σ ∧ xt<br />

(or MPa)<br />

core linear Core compressive stress in x-direction [N/mm 2 ] [D.2.2]<br />

σ ∧ xc<br />

(or MPa)<br />

core linear Core tensile stress at failure in the y-direction [N/mm 2 ] [D.2.1]<br />

σ ∧ yt<br />

(or MPa)<br />

core linear Core compressive stress in the y-direction [N/mm 2 ] [D.2.2]<br />

yc<br />

(or MPa)<br />

σ ∧ xy<br />

In-plane strength to failure<br />

(all in-plane strength, see above)<br />

σ ∧ xt<br />

σ ∧ xc<br />

σ ∧ yt<br />

σ ∧ yc<br />

σ ∧<br />

σ ∧<br />

xy<br />

core linear Core shear stress [N/mm 2 ]<br />

(or MPa)<br />

core non-linear Core tensile stress in the x-direction [N/mm 2 ]<br />

(or MPa)<br />

core non-linear Core compressive in x-direction [N/mm 2 ]<br />

(or MPa)<br />

core non-linear Core tensile stress in the y-direction. [N/mm 2 ]<br />

(or MPa)<br />

core non-linear Core compressive in the y-direction. [N/mm 2 ]<br />

(or MPa)<br />

core non-linear Core shear stress [N/mm 2 ]<br />

(or MPa)<br />

[D.2.4] for balsa<br />

[D.2.3] for other materials<br />

[D.2.1]<br />

[D.2.2]<br />

[D.2.1]<br />

[D.2.2]<br />

[D.2.4] for balsa<br />

[D.2.3] for other materials<br />

DET NORSKE VERITAS AS

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!