Issue 41

Y. Yang et alii, Frattura ed Integrità Strutturale, 41 (2017) 339-349; DOI: 10.3221/IGF-ESIS.41.45 349 N OMENCLATURE L Test beam span P Test load applied ω Mid-span deflection of the specimen under pure bending h Mid-span sectional height of the specimen b Mid-span sectional width of the specimen E Resilient modulus of the specimen I Mid-span sectional inertia moment of the specimen E f Flexural modulus without the shear effect taken into account ω ∆ Change in the mid-span deflection of the specimen caused by the shear effect γ Shear strain τ Shear stress T Shear force A Mid-span sectional area of the specimen G Shear modulus µ Poisson’s ratio ω ' Mid-span deflection of the specimen under the mutual action of moment and shear E f ’ Flexural modulus with the shear effect considered 1 h Vertical distance from the upper surface of the specimen to the neutral axis 2 h Vertical distance from the lower surface of the specimen to the neutral axis σ p Compressive stress of the upper surface of the specimen σ t Tensile stress of the lower surface of the specimen ε p Compressive strain of the upper surface of the specimen ε t Tensile strain of the lower surface of the specimen E p Compression modulus E t Tensile modulus M Mid-span bending moment of the specimen ν Loading rate R 2 Correlation coefficient