Symbols#

Latin letters#

\(\varepsilon\)	strain
\(\varepsilon_\mathrm{c}\)	concrete strain
\(\varepsilon_\mathrm{c1}\)	concrete strain at maximum stress	Stress-strain-relationship for non-linear determination of stress-resultants and deformations
\(\varepsilon_\mathrm{cu1}\)	concrete strain at failure	Stress-strain-relationship for non-linear determination of stress-resultants and deformations
\(\varepsilon_\mathrm{c2}\)	concrete strain at maximum stress	Parabola-rectangle stress-strain-relationship for section-design
\(\varepsilon_\mathrm{cu2}\)	concrete strain at failure	Parabola-rectangle stress-strain-relationship for section-design
\(\varepsilon_\mathrm{c3}\)	concrete strain at maximum stress	Bi-linear stress-strain-relationship for section-design
\(\varepsilon_\mathrm{cu3}\)	concrete strain at failure	Bi-linear stress-strain-relationship for section-design
\(\kappa\)	curvature	\(\kappa = \frac{1}{r} = \frac{M}{E \cdot I}\)
\(\kappa_\mathrm{fail}\)	curvature at failure	see Failure
\(\sigma\)	stress
\(\sigma_\mathrm{a}\)	steel stresses	Formula `eq:theory_materials_steel_bilinear` in Steel
\(\sigma_\mathrm{c}\)	concrete stress under compression	Formulas (3), (4), (5) in Concrete
\(\sigma_\mathrm{ct}\)	concrete stress under tension	Formula (8) in Concrete
\(\sigma_\mathrm{s}\)	reinforcement stresses
\(\sigma_\mathrm{\varepsilon}\)	stress depending on strain \(\varepsilon\)	Formula `eq:theory_material_line`