OS-C501
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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 />
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